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HomeMy WebLinkAbout6365 Ten Acre CtABBREVIATIONS GENERAL NOTES VERSION CHANGES INDEX OF DRAWINGS ABV -ABOVE AFF - ABOVE FINISH FLOOR AHU - AIR HANDLER UNIT A/C - AIR CONDITIONING ALUM - ALUMINUM AT - ALUMINUM THRESHOLD AB - ANCHOR BOLT AVG -AVERAGE BFE - BASE FLOOD ELEVATION BM -BEAM BLK -BLOCK BLDG - BUILDING BRD -BOARD BRG - BEARING BTM -BOTTOM BUC - BUILT UP COLUMN v CAB - CABINET CD - CONSTRUCTION DOCUMENTS CLG - CEILING CLG HT - CEILING HEIGHT CEMT - CEMENTITIOUS CL - CENTERLINE COL -COLUMN CONC -CONCRETE CMU - CONCRETE MASONRY UNIT CONST - CONSTRUCT OR CONSTRUCTION CONT - CONTINUOUS OR CONTINUES CTR -CENTER CJ - CONTROL JOINT DP - DEEP OR DEPTH DTL - DETAIL DIA - DIAMETER DIM - DIMENSION DISCON - DISCONNECT DW - DISHWASHER DR -DOOR DBL - DOUBLE DWG - DRAWING EA -EACH ELEC - ELECTRICAL ELEV - ELEVATOR EQ -EQUAL EQUP - EQUIPMENT EXP JT - EXPANSION JOINT EXT - EXTERIOR FIN FLR - FINISHED FLOOR FIN - FIN EW - EACH WAY FG - FIXED GLASS FD - FLOOR DRAIN FE - FIRE EXTINGUISHER FLR -FLOOR FLOUR -FLUORESCENT FTG - FOOTING FR DR - FRENCH DOOR GALV - GALVANIZED GA -GAUGE GB - GRAB BAR GFI / GFCI- GROUND FAULT CIRCUIT INTERRUPTOR GLS -GLASS GWB - GYPSUM WALL BOARD GYPBRD - GYPSUM BOARD HD -HEAD HVAC - HEATING, VENTILATING, AIR CONDITIONING HT - HEIGHT HB - HOSE BIB HC - HANDICAP INSUL - INSULATION INT - INTERIOR LVL - LAMINATED VENEER LUMBER LT - LAUNDRY TUB LGT - LIGHT MAX - MAXIMUM MATL - MATERIAL MFR -MANUFACTURER MECH - MECHANICAL MTL - METAL MC - MEDICINE CABINET MIN - MINIMUM SYMBOL LEGEND: MLDG - MOULDING MNT - MOUNT OR MOUNTING MO - MASONRY OPENING MUNT - MUNTINS # -NUMBER OC - ON CENTER OGD - OVERHEAD GARAGE DOOR OPNG - OPENING OPP - OPPOSITE OPT - OPTIONAL OH - OVER HANG OH CABS- OVERHEAD CABS PNT - PAINT FINISH PTD - PAINTED PED -PEDESTAL PERF -PERFORATED PLT -PLATE PLYWD - PLYWOOD PKT -POCKET LB -POUND PSF - POUNDS PER SQUARE FOOT PSI - POUNDS PER SQUARE PT - PRESSURE TREATED PB - PUSH BUTTON REF - REFRIGERATOR RECP -RECEPTACLE REINF - REINFORCING REQD - REQUIRED R/A - RETURN AIR RO - ROUGH OPENING RS - ROUGH SAWN SC - SOLID CORE SCP -SCUPPER SCRN -SCREEN SIM - SIMILAR SHLVS -SHELVES S/R - SHELF & ROD SH - SINGLE HUNG WINDOW SGD - SLIDING GLASS DOOR SPECS - SPECIFICATIONS SQ FT - SQUARE FEET SQ IN - SQUARE INCH STD -STANDARD STL -STEEL STRUCT -STRUCTURAL TEMP -TEMPERED THK - THICK OR THICKNESS TB - TOWEL BAR TOC - TOP OF CONCRETE TOM - TOP OF MASONRY TOP - TOP OF PLATE TP - TOILET PAPER HOLDER TYP - TYPICAL UNO - UNLESS NOTED OTHERWISE VAC -VACUUM VAL -VALANCE VERT - VERTICAL VIF - VERIFY IN FIELD VTR -VENT THROUGH ROOF V - VOLT WC - WATER CLOSET WH - WATER HEATER WL - WIND LOAD WP -WEATHERPROOF WWM - WELDED WIRE MESH W - WIDE OR WIDTH WDW - WINDOW W/ - IJVITH WD - WOOD = STAIR CALL OUT HEIGHT OF co STEP DOWN = FOOTING CALL OUT - SEE FOOTING STEP DOWN CALLOUT SCHEDULE ARROW SHOWS = KEYNOTE CALL OUT DIRECTION OF VIEW 1 ELEV NUMBER A9 �A� = PRE -CAST LINTEL CALL OUT - SEE LENTEL SHEET NUMBER EXTERIOR SCHEDULE ELEVATION MARKER <- ELEV NUMBER LEDGER CALL OUT - SEE SHEET NUMBER LEDGER SCHEDULE 415 2 E---ARROW SHOWS 3 DIRECTION OF VIEW MULTI VIEW INTERIOR ELEVATION MARKER SHEET NUMBER 1 INT ELEV NUMBER ARROW SHOWS DIRECTION OF VIEW INTERIOR ELEVATION MARKER ARROW SHOWS DIRECTION OF CUT 1 Al SECTION NUMBER SHEET NUMBER LOCATION OF CUT SECTION MARKER THE FOLLOWING TECHNICAL CODES SHALL APPLY: 2020 FLORIDA BUILDING CODE RESIDENTIAL, PLUMBING, MECHANICAL, FUEL GAS, ENERGY EFFICIENCY, ACCESSIBILITY, AND NFPA 70 NATIONAL ELECTRICAL CODES 2017 2020 FBC PLUMBING RESIDENTIAL SECTION 604 1. TANK TYPE WATER CLOSET VOLUME 1.6 GALLONS 2. WATER -FLOW RATE. PUBLIC FACILITIES LAV 0.5 G.P.M. PRIVATE FACILITIES LAV 2.2 G.P.M. SHOWER HEADS 2.5 G.P.M. 3. ALL PLUMBING WATER LINES TO BE CPVC VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO JOBSITE CONDITIONS THE FOLLOWING SHALL COMPLY WITH THE 2020 FBC RESIDENTIAL CODE [:)PORCHES AND BALCONIES CHAP. 3 El HANDRAILS - CHAP. 3 Q GUARDRAILS - CHAP. 3 STAIRS - CHAP. 3 CHIMNEY & FIREPLACE CHAP. 10 EGRESS WINDOWS CHAP. 3 5. ALL OPENINGS SHALL COMPLY WITH 2O20 FBC RESIDENTIAL WIND LOADS AS STATED BELOW. ATTACHMENTS OF WINDOWS, DOORS, SLIDING GLASS DOORS AND O.H. GARAGE DOORS ARE TO DELEGATED THE MANUFACTURER OF THESE ITEMS. THE MANUFACTURER OF THESE ITEMS SHALL SUBMIT ATTACHMENTS FOR SITE INSTALLATION. SEE ATTACHED SPECIFICATION SHEETS FOR MANUFACTURERS DESIGN CRITERIA AND INSTALLATION METHODS FOR WINDOWS, DOORS, SLIDING GLASS DOORS, OVERHEAD GARAGE DOORS, AND ROOFING. 6. ALL DOORS INTERIOR & EXTERIOR ARE 6'-8" UNLESS OTHERWISE NOTED ALL SHOWER ENCLOSURES TO BE TEMPERED GLASS 7. ALL WINDOWS WITHIN 24" OF DOORS (INTERIOR & EXTERIOR) AND WITHIN 18" OF FLR TO BE TEMPERED GLASS. (SECTION R308) DIMENSIONING: A. DIMENSIONS INDICATED ARE TO: A.I. CMU WALL: OUTSIDE FACE OF WALL A.2. INTERIOR FRAMED WALLS: PLAN WEST (OR PLAN NORTH) FROM FACE OF CORE -STUD A.2.1. DIMENSIONS ARE NOT FROM ELEMENTS ATTACHED TO CORE STUD - I.E. FURRING\ A.3. EXTERIOR FRAMED WALLS: TO OUTSIDE FACE OF STRUCTURAL CORE -STUD A.4. WINDOW OPENINGS: A.4.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING A.4.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING A.5. DOOR OPENINGS: A.5.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING A.5.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING A.5.3. INTERIOR FRAMED WALLS: ADJACENT TO SIDE WALL: 5" RETURN MEASURED FROM THE FINISH FACE OF ADJACENT WALL TO INTERIOR FACE OF DOOR FRAME A.5.4. INTERIOR FRAMED WALLS: AWAY FROM SIDE WALLS: DIMENSIONED TO CENTER OF DOOR A.6. SPECIAL AND CODE REQUIRED CLEARANCES - AS INDICATED ON PLANS OR FINISH SURFACE TO FINISH SURFACE A.6.1. EXAMPLE: T-0" CLEAR INSIDE FINISH FOR ADA TRANSFER SHOWER B. ALIGNMENT OF WALLS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, TRUE AND PLUMB. C. THE PRIORITY FOR PROJECT DIMENSIONS SHALL BE IN THE FOLLOWING ORDER: C.1. CODE MINIMUM - MAXIMUM DIMENSIONS AND CLEARANCES C.2. LOAD BEARING CONCRETE MASONRY UNIT WALLS C.3. FRAMED WALLS EXTERIOR CA. FRAMED WALLS INTERIOR C.5. DOORS AND WINDOWS D. FLOOR ELEVATIONS ARE INDICATED TO THE FACE OF THE STRUCTURAL SLAB - UNLESS OTHERWISE NOTED E. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE OF MATERIAL AT THE DIMENSION POINT - UNLESS OTHERWISE NOTED F. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF THE STRUCTURAL MATERIAL ABOVE AS SCHEDULED G. DIMENSIONS SHOWN ON THE DRAWINGS SHALL INDICATE THE REQUIRED SIZE, CLEARANCE AND DIMENSIONAL RELATIONSHIP BETWEEN PROJECT SYSTEMS AND COMPONENTS - DIMENSIONS SHALL NOT BE DETERMINED BY SCALING THE DRAWINGS. L E N NARM LENNAR TAMPA DIVISION 4600 W CYPRESS ST, SUITE 200 TAMPA, FL 33607 813.574.5700 2551 VERSION DESCRIPTION OF CHANGES 1.0 PLAN REVISIONS 2.0 PLAN REVISIONS 3.0 TRUSS CONNECTOR REVISION 4.0 FLORIDA BUILDING CODE 7TH EDITION (2020) UPDATE 5.0 ADDING K, L & M ELEVATIONS SHT NO: TITLE CS COVER SHEET Al FOUNDATION PLAN A2 1 ST AND 2ND FLOOR PLAN A A3 STAIR DETAILS A4 FRAMING PLANS A A5 EXTERIOR ELEVATIONS & ROOF PLAN A6.1 1ST FLOOR ELECTRICAL PLAN A6.2 2ND FLOOR ELECTRICAL PLAN SNO STRUCTURAL NOTES SN1 STRUCTURAL NOTES S3 FOUNDATION DETAILS S4 FRAME WALL DETAILS S5 STRUCTURAL DETAILS S6 WALL SECTION DETAILS SS RETRO FIT DETAILS ST STAIR DETAILS S11 PRECAST DETAILS S12 PRECAST DETAILS PA 1.0 PRODUCT APPROVAL PA 1.1 PRODUCT APPROVAL PA 1.2 PRODUCT APPROVAL PA 1.3 PRODUCT APPROVAL SH 1.0 HURRICANE SHUTTERS SH 1.1 HURRICANE SHUTTERS SH 1.2 HURRICANE SHUTTERS SH 1.3 HURRICANE SHUTTERS SH 1.4 HURRICANE SHUTTERS SH 1.5 HURRICANE SHUTTERS WP 1.0 WATERPROOFING DETAILS OCT 2 8 2022 R"s E I VE tJVR Virtual Asks# Plarrs'ReVWW ledm�lded.wd mi ULU 2 W 2022 for comdlfance with'the 24207Fflt:ixt ik4fF(g1i by Debra Anne Ktmifir`FMAB NOTICE TO BUILDER & ALL SUBCONTRACTORS IT IS THE INTENT OF DESIGN PROFESSIONAL LISTED IN THE TITLE BLOCK THAT THESE DOCUMENTS ARE ACCURATE, PROVIDING LICENSED PROFESSIONALS CLEAR INFORMATION. EVERY ATTEMPT HAS BEEN MADE TO PREVENT ERRORS: THE BUILDER AND ALL SUBCONTRACTORS ARE REQUIRED TO REVIEW ALL THE INFORMATION CONTAINED IN THESE DOCUMENTS, PRIOR TO THE COMMENCEMENT OF ANY WORK. THE DESIGN PROFESSIONAL ARE NOT RESPONSIBLE FOR ANY PLAN ERRORS, OMISSIONS,OR MISINTERPRETATIONS UNDETECTED AND NOT REPORTED TO THE DESIGN PROFESSIONAL PRIOR TO CONSTRUCTION. ALL CONSTRUCTION MUST BE IN ACCORDANCE TO THE INFORMATION FOUND IN THESE DOCUMENTS. ANY QUESTIONS REGARDING THE INFORMATION FOUND IN THESE PLANS SHOULD BE DIRECTED TO THE DESIGN PROFESSIONAL LISTED IN THIS TITLE PAGE. NO BACK CHARGES WILL BE CONSIDERED FOR REIMBURSEMENT BY THE DESIGN PROFESSIONAL WITHOUT ADVANCED NOTIFICATION AND APPROVAL BY THE DESIGN PROFESSIONAL. 0 n E ,> 0 ; o C)MC d - (� ImoI'' V tn "' °D �, EOM LM 2$ �i } o 'N wag T< 2 w Qa W Lo E rn u 42 s uo O 00 aC z cw C 0 0 w z 0 LLI (6 w 0 1- W � � -1 WJ Of Ur U 10�OOJO �QCyxJwx0o3�Q HD0<Z"oE2Q m1U :D 00 w OZ a. a- Z Y UZQOZ OaaQwF-W022LOQz LLa O U- O O Z N 0� D :) r-- F-: cM O Q w M U) LL t-- W t1 M z < >- < 00 Z V Z W CO A lqt van BMW 0 00000 O 0 O O N O N O i 1 z 0 UW � O O N O ('7 O 46 O i 1 ror Z 1J Z aw Kin O �/ +4-a-0 W 000 UV� Lo 0 orc) Z a—fL w Q � �F-w N w zo° w a M�m .CN Q O gWx Z Z a �z ct Z F- U � 00 M� W z C S z w W 0 Q O LAST PLUii' DATE " May 2, 202:2 Z }+ O .I COVER SHEET FOUNDATION LEGEND: NOTE: BUILDING SLABS SHALL HAVE CONTROL JOINTS (CJ) IN ACCORDANCE W/ ACI224-3R 13 = FILLED CELL W/(1) #5 VERTICAL ® = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB A = FILLED CELL W/ (2) #5 VERTICAL O = FILL CELL TO (1) COURSE ABV PIPE (NO REBAR) /.'= (2) 24" #5 REBAR PLACED DIAGONAL AT CORNERS m= WINDOW OPENING ABOVE PLUMBING NOTES: FBC 7TH EDITION (2020) PLUMBING SECTION 604 1. TANK TYPE WATER CLOSET VOLUME 1.6 GALLONS 2. WATER -FLOW RATE. PUBLIC FACILITIES LAV 0.5 G.P.M. PRIVATE FACILITIES LAV 2.2 G.P.M. SHOWER HEADS 2.5 G.P.M. VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO JOBSITE CONDITIONS. LICENSED PLUMBER TO VERIFY AND HAS THE AUTHORITY TO CHANGE AS NEEDED. O KEYNOTE LEGEND KEYNOTE ANNOTATION i 1/2" DP X 9-1/2" WIDE RECESS ZO 1-1/2" DP X 8" WIDE RECESS 3D 1-1/2" DP X 13" WIDE RECESS 4o ICE MAKER LINE 5o SINK - KITCHEN 6O REF 7o WASHER 8o W/H 9� UNDER SLAB ELECTRICAL CONDUIT 10 LAVATORY 11 WATER CLOSET 12 42" x 42" A/C CONCRETE PAD 13 BEARING WALL 14 (3) BUC W/ HTT4 ON BOTTOM 0 FOOTING LEGEND TAG TYPE SIZE REINFORCING THICKEN EDGE 8" x 8" DP (1) #5 CONT. © MONO FTG 20" x 20" DP (3) #5s CONT. © PAD 24" SQ x 16" DP #5s 6" O.C. EA. WAY I`D MONO FTG 16" x 12" DP (2) #5s CONT. OCT 2 S 2022 Virtual Review Assist. Inc. Plans Review completed and approved toy- "pliance with the 2020 FBC 7th Edition OV Mehra Anne Mahr PX2300 FOUNDATION PLAN (ELEVATION B' 1 /4" = 1'-0„ � Al N N N LO J CX `;* ��• o 00 E'• �� e -� C '1 LO n. W W z Q E ' M O .= 0 CO C1 M N (� UA, -Q M W 2 O u '�- o .� O 8 Q vd� •—.0 U w aN c �M W L p 0 ^ C)F. a N W W ow aj Wph H�- x J ��~z� �LLJ O2-a1 O�X<LLUO2Jo LL Q = V UI Q 0� 0zWOFx00m000 U ZQQ O 0 0 O Z WUr d8W5Z5W WFW_V5W2Q0 j�QOwQWzWZOWUoa. J a. L Q0 QF-F- OYZ �Q� Q Q as O 1 O Z W F_ D - ti 0 CD O QU�ML0 � ti z F-WM Q� C 0�0 < Z U F- W W JQ 0 A a� O O N O N p N O N O N N t_O O C CD O N O N O ' Z O Cn N,^Y/ W O O N, O M O 'i O O i 1 Cr Q Z W O O W U zz LUOO ()(.)v5 LO F= :D z> °Ow0 Q T--I Z F_ a-0- Q w 0 L1i o ~ o [V � ZOM . . W 13- <�� N O ZWO Q Z U gWLL LL Z �Z y§ 0U 0 F 00 z A 1 z W J 0♦ O LAST PLOT DATE • • May 2, 2022 Z O MONO FOUNDATION PLAN B CV tV N CV in N bo � co QJ FTIE BEAM v AT 8'-8� ao a 7 5/8" 00 N (O XQ ❑ 30'-0" 14'-4" 10'-4" 5'-4" 42"X42" AC PAD, SEE SHEET SN1 FOR AC UNIT HOLD DOWN 3 1/2" 2' 0" SH 25 1.0 HD AT 6'-8" I• t �' EGRESS �°HB ►fir I �� ►� % �• ►�r 0i 1 • : : �' :r a\ /\ AP�R r �. ►♦r �1 :tsv:r••s •:,hr;o:.,tr•�:rt,:•:••t;,?,, ::,.:,v:;.:a•:;•:,�:,^:,�:e, � •�:•rr:•r.•:,:•a�� ■� ■► . �rA� ;e -• fir, • • �� I wi 1.7 Ii�,�O •• '�p�:�:�iJ1 • • 1 1 1 FIRST FLOOR PLAN - ELEVATION B 1 /4" = 1'-0" 7 5/8" 2x8 HEADER SEE Q/S, 4 12" SH O N T O N C7 Ln 7 5/8" "' •i B w m60 w TIE BEAM AT 8'-8" v 0 eo v N QO N bo zn 8" EXT FRAME WALL -� 2'-10" SH 25 HD AT T-3" EGRESS 30'-0" 24'-4" 2'-10" (2)2X6 HEADER SEE M/S6 - TYP. 2ND FLOOR SH 25 WINDOWS D AT EGRESS VVIA1; ;►ltltltltltltltitltltltlTltltitl' dltitititltifitili 111Tititl?1T1f1 fiTitififitiT rL 1 1 1 � 1 1 7 1 7 _F F I Imo"." 11III 0 r 1 I' _ r • r� • 1 1 iT 1♦ I 1 ■ 1 1 1?itlT1T1T1; 1 �T1T..aTIT� • � rt9Tltltlt1t111 :171�STit1T1Tq' • �i .;lTltiYlt� : . �YitltitiTil1tiTitiTitl: — : �1Tltltlta 1 1 1 1 SECOND FLOOR PLAN - ELEVATION B 1 /411 = 1'-011 INSULATION REQ: LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2X4 R-11 / R-13 KRAFT FACED EXT FRAME 2X6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL SAFFELS AT EAVE) GARAGE SEPARATION (GARAGE / LIVING) R-11 / R-13 KRAFT FACED 4" 0 M LO -4" -2-PLY BUC W/ (2) MSTA36 STRAPS TO FLOOR TRUSS BELOW ao a� OQ TOP AT 18'-0" GENERAL NOTES: ALL WINDOWS TO HAVE FLUSH SILLS. PITCH TOP SILL FIN AWAY FROM WINDOW FRAME. VERIFY ALL WINDOW AND DOOR ROUGH OPENING SIZES WITH THE MANUFACTURER'S SPECIFICATIONS. INSTALL RND DRYWALL BEADS AT HORIZ & VERT CORNERS, EXCEPT AT EXT WALL OPENINGS OR AS NOTED. USE SQUARE CORNER BEAD AT DRYWALL NICHES & REC CLG DETAILS; REC CLG SURFACES SHALL HAVE SMOOTH FINISH. LOCATE ALL PLUMBING & EXHAUST STACKS BEYOND THE FRONT ELEV ROOF RIDGES, IF ALLOWABLE PER CODE. ALL ANGLED WALLS TO BE 45° UNLESS NOTED OTHERWISE THE GARAGE IS TO BE SEPARATED FROM ADJACENT LIVING AREA AND ATTIC SPACE BY 1/2" GYPSUM BOARD AND HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8" THK. TYPE "X" GYPSUM BOARD (OR EQUIVALENT) APPLIED TO THE GARAGE SIDE. TOWEL BAR - (T.B.) = 56" A.F.F. TOWEL BAR ABV. TUB DECK = 36" ABV. TUB DECK TOILET PAPER DISP. - (T.P.) = 20" A.F.F. ROD AND SHELF (SGL)- (R/S) = 60" A.F.F. ROD AND SHELF (DBL)- (R/S) = 40" & 80" A.F.F. CORNER SHELF = 56" A.F.F. MEDICINE CABINET - (M.C.) = 75" TO TOP OF CABINET A.F.F. WALL LEGEND: ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTANT COMPONENTS. 8" CMU W/ 1X3 PT FURRING STRIP R 4.1 HIGH PERM,1/2" GYP 2x4 INSULATED EXTERIOR STUD W/ 1/2" GYP ON INTERIOR SIDE. LINO NON -BEARING 2X4 STUD W/ 1/2" GYP. UNO BEARING WALL 2X4 16" O.C. W/ 1/2" GYP. UNO p = FILLED CELL W/(1) #5 VERTICAL ® = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB = FILLED CELL W/(2) #5 VERTICAL = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) SQUARE FOOTAGE: AREA PROPOSED FIRST FLOOR LIVING SECOND FLOOR LIVING 1110 1470 TOTAL LIVING SQ FT 2580 ENTRY GARAGE 33 403 TOTAL SQ FT 3016 STAIR DATA STAIR MARK RISERS TREADS LANDINGS TOTAL RISE A 17 AT 7 3/32" 15 AT 10" 1 10'-0 3/4" TREADS WITH 1" NOSING virtual Review Assist, Inc• roved Plans Review completed and app FBE "1 tot compliance Ann'the l(lah0r PX2300 Edttton by Debra STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE - ALIGN EXT. FACE OF SHEATHING W/ EXT. FACE OF CMU BELOW 2X8 #2 SYP P.T. BASE PLATE SET TIGHT TO SHEATHING W/ 1/2" EPDXY ANCHOR OR 1/2" J BOLT W/ MIN. 7" EMBEDMENT AT 32" O.C. AND 6" FROM EACH END 8" KNOCKOUT COURSE W/ (1) #5 CONT. SEE FOUNDATION PLAN FOR FILLED CELL SPACING. 3 WALL SPLICE DETAIL N.T.S. ALLOWABLE WIND SPEED DESIGN PRESSURE (140 mph, enclosed, 3 sec. gust, 2.1/12 to 6.9.12 pitch, Exposure C, Height=30 ft, Importance Factor-1.0, End Zone= 4 ft) As per Florida Building Code 7th edition (2020), Residential Table R301.2 (4) (Wind Speed Conversions) and ASCE 7-10 Methods WALL TRIBUTARY AREA (ft)2 INTERIOR END 10 39.4 -42.1 39.4 -51.8 20 37.6 -40.5 37.6 -48.6 50 35.2 -37.3 35.2 -43.7 100 33.4 -35.6 33.4 40.5 GARAGE D $0.0 -33.9 30.0 -33.9 2X8 SYP STUDS SET TIGHT TO SHEATHING AT 12" O.C. W/ (2) SIMPSON MSTAM36 STRAP EACH ST& 1) D RA 3E1 EACH SIDE) CENTE��E ) NAILS AND (8) 1/4" X 2-1/4" TITENS INTO GROUT FILLED CMU - STRAPS TO BE ATTACHED DIRECTLY TO CMU " CENTER OF STRAP AT T/WALL TYP. U.N.O. SEE PLAN w O z w w m NOTE: 1. GROUT TOP (2) COURSES SOLID 2. MAX. WALL HEIGHT 20'-0" AT 140C WIND PRESSURE. IF CONDITIONS ARE EXCEEDED, CONTACT E.O.R. N N N - `vj N % .p� Z L.� O +;`' O 00 U . 01 �,� • ' p.'.' .;' Q O Q t�Io` Namry- E %0 b o L % W Q m ch CO N E r o � o 2g .�2 w 6� � * U a" 7Q� V ` o E � a w U� w w WW F W .� W M� O D Oj �Qp¢�¢Yj000 Q Q F-o¢oz U >aOJZLLLL�Z. Ix J�t-QQ OO aWL'�Zo - I ZWQwQOw OQOii ILLZ ZOGQ Q ~ LL O Z N O� j�o �M O aJ �qq W LO N_ W SM M of a- _�G T zv< W W JC:) 0) I I � I I I o 000�o O O �- N N N N N N N 0 oo.- O O N oo N i ' Z N LO LO�- w O O N O ri O st O ui ea ' C ♦^ } ZZ vj QZ w O-+ W ❑oo O U U U Lo -0O Or> -0 �--� Z a —a Q Ln = W Ln 0 ~~O N z6m W 0_ Q�j ■ OU M�2 Z O Q gZLL Z mz o0 a _ W IY z Z w W J a O O " LAST PLOT DATE " " September 20, 2022 Z O 1 ST & 2ND FLOOR -- PLAN B 36" LOW RAILING ON OPPOSITE WALL - PROVIDE WALL BLOCKING AS REQUIRED NOTE: HANDRAIL TO COMPLY w/FBC 311.7.8 AND TO BE 34" TO 38" ABOVE LEADING EDGE OF TREAD. HEADROOM AT STAIRS TO BE 6'-8" MIN. STRUCTURAL LIVE LOAD @ STAIRS =40PSF. — — — — — — — - ENGINEER SEE SHEET ST TRUSSES \ FOR STAIR DETAILS 1/2" DRYWALL \ 42" H. SLOPED LOW WALL ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIRS SURFACE AND ANY SOFFIT PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. FBCR 302.7 STAIR SECTION 1 /211 = 1'-0" SEE SHEET ST HEADROOM IN STAIRWAY FOR STAIR DETAILS TO BE 6'-8" IN ACCORDANCE IWI FBCR R311.7.2 f 10" ," NOSING 0) °' RISERS CUT FROM 1 x MATERIAL /—TREADS CUT FROM 2x MATERIAL (3) 2x12 STRINGER STAIR DETAIL 1 /4" = 1'-011 2 ---� A3 I � I `�-- —� (3) 2X12 STRINGERS - REFER TO SHEET ST FOR ADDITIONAL STAIR INFORMATION AND DETAILS LANDING 3 A2 1 I I OCT 2 8 MZ Virtual bview Assist, inc. Plans Reviewteatedand approved 'for compliance *A *e Mg FBC 7th Edition hty-Debra*n n9 A#ttr.PX2300 i N N Ln to Cb Ln z w ar 0 z Q E W L `�O (? U � N d } N M 2 M V -0-0 °,° ') C s o a- 0U- U .— ^N^, `% w s? A c EM 7W V L 0 ^ U G. W 0 W � LLI vi W 0 H~ a - x ~zit WOjg-j�O<ir(LL000L-j0 Q Q V I— �— jdx¢-j it 02200E-�a 30296ZOwOOmm j U a � 0 �% 0 Z a �WW m X� _'q zNC0F pW�Da ~w ����o2¢ $ 8W s o 0< g LL l� 0 Z CN O F- D) 5 ti cM O Q C/) M It LL I-Wo- M 00 Z U H Z J O 1y 0) O o 0 0 0 N N N Q N 0 N M M N 0 0 W 0 O - o N o z O U) N LoWoa000LO > �� It zz W Qw o W O00 0 U UVV5 0 OF0 Q Z a —a. F- W¢ � co F-�2 ZOM W 0- . � r Q Z O :5ww LL 32 Z 0 a. _0 W z z w W J � T V/ 0 LAST PLOT DATE O J STAIR DETAILS 0 v O) Ln 30'-0" GABLE TRUSSES SET BACK 3/4" (TYP. ON BLOCK BE ARINGI— INA111 0 :♦:♦:, ... OROA ho / 01 ►�� r,, ►� 1 5/ �� We ►ei.�.i - 1 pormirl Is 1 IT •' o1 I Em 09 /-Ao III I;I — � I Ili 1, Fill II I .rl.�.lM. ,. !� '���� I ►♦���, • • ��Oq AA,IWA,, 0 0 a / 4`•♦♦; / �2M♦�, :F I-1�-------`—t'——` Ill IPA, • . �I 1 : I FLOOR FRAMING PLAN (ELEV B. 1 /T" = 1'-011 O KEYNOTE LEGEND KEYNOTE ANNOTATION 1O BEARING WALLS O2 A/C CHASE O3 AHU ABOVE O4 22"x36" ATTIC ACCESS O5 STAIRS AREA O 2x8 BEAMS SEE A2 FOR SIZE AND CONNECTORS 0 00 cl a ih �I) InLO M ti 0 io '- SIMPSON HT FROM TRUSS TO BLOCK CA b CJ3 ti CJ5 0 (V Y 0 O N CJ5A 0 r` CJ3A CAA �1P 0? d' _I 0 ROOF FRAMING PLAN (ELEV B. 1/4" = 1'-019 TRUSS NOTES: THE FLOOR AND ROOF TRUSS LAYOUT ON THESE PLANS ARE SCHEMATIC DESIGN ONLY. FINAL FLOOR AND ROOF TRUSS LAYOUTS TO BE DEVELOPED BY TRUSS MANUFACTURER. TRUSS LAYOUTS AND TRUSS SHOP DRAWINGS MUST BE REVIEWED AND APPROVED BY DESIGN STYLES, INC. AND/ OR THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. TRUSS MANUFACTURER TO VERIFY ADEQUACY OF ALL SPECIFIED LVL BEAMS AND MAKE ANY ADJUSTMENTS NECESSARY DUE TO FINAL TRUSS DESIGN OR CALCULATED REACTIONS. ALL MODIFICATION TO BE REPORTED TO DESIGN STYLES, INC. AND THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. ELECTRICAL & HVAC LAYOUTS ARE BASED ON THESE FRAMING LAYOUTS. ANY DEVIATIONS ARE TO BE APPROVED BY DESIGN STYLES, INC. PRIOR TO CONSTRUCTION. TYPICAL TRUSS CONNECTORS 1. ALL CONNECTORS ARE "SIMPSON, STRONG -TIE". U.N.O. 2. USE MTS20'S OR H10A'S FOR ROOF TRUSS TO FRAME CONNECTIONS. 3. ATTACH ALL FRAMING ABOVE ROOF TRUSSES TO TRUSSES W/ MTS16'S. 4. USE HETA20 FOR ROOF TRUSS TO MASONRY CONNECTIONS. 5. USE (2) HETA20 FOR GIRDER TRUSS TO MASONRY CONNECTIONS. 6. USE (2) HTS30 OR H10A FOR GIRDER TRUSS TO FRAME CONNECTIONS. 7. THE PREVIOUS CONNECTORS APPLY UNLESS OTHERWISE NOTED. 8. SEE FLOOR PLAN AND FOUNDATION SHEETS FOR OTHER CONNECTIONS. DESIGN STYLES, INC. AND THE ENGINEER RESERVE THE RIGHT TO MAKE ANY CHANGES AFTER FINAL TRUSS INFORMATION IS SUPPLIED FROM TRUSS MANUFACTURER. NOTE: ALL VALLEY KITS MARKED "VK" OR "ll ARE CONVENTIONALLY FRAMED. PLEASE REFER TO ENGINEERING PACK FOR DETAILS NOTES: • FLOOR TRUSSES ARE CUT BACK 3/4" FROM EXTERIOR BLOCK WALLS. • FLOOR TRUSSES ARE CUTBACK 1/2" FROM FRAME WALLS. • SEE ENGINEERING FOR FLOOR TRUSS CHASE AND STRONG BACK LOCATIONS. • SECOND STORY TRUSSES ARE CUT BACK 3/4" FROM EXTERIOR WALLS. NOTE: DO NOT CUT OR ALTER TRUSSES WITHOUT CONSENT OF THIS OFFICE. BACK CHARGES WILL NOT BE ACCEPTED WITHOUT PRIOF WRITTEN APPROVAL BY OUR SERVICE DEPARTMENT AT CARPENTER CONTRACTORS OF AMERICA, INC. 877-293-9487 NOTE: MULTI -PLY GIRDER CONNECTION. ALL PLIES SHALL BE FASTENED TOGETHER BOLTS, NAILS, AND OR SCREWS) PRIOR TO INSTALLATION AND BEFORE ANY LOADS ARE APPLIED. PER THE SUPPLIED ENGINEERING SHEETS. NOTE: ALL BEARING WALLS MUST BE ADEQUATELY DESIGNED TO CARRI THE LOADS IMPOSED BY THE TRUSS OR TRUSSES, AND MUST BE IN PLACE AND IN SERVICE BEFORE THE TRUSSES ARE SET IN ORDER TO AVOID REPAIRS. COLUMN NOTE: REFER TO FOUNDATION PLAN FOR COLUMN SIZES 2X4 STICK LUMBER 24" O.0 MAX IN LINE WITH JACKS (SEE DETAIL IN ENG PACK FOR GRADE) OCT 2 8 2022 Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 SHINGLE ROOF HANGERS d 6 = LUS24 SIMPSON HEEL= 4 1/16" 4 = HTU26 SIMPSON PLUMB J L = THA422 SIMPSON CUT SHINGLE ROOF 4r 12 —� HEEL= 3 5/16" PLUMB #" �bt 0112 — 2X4 12" 512 12 0 2X4l TRUSS HELD BACK 3/4" PLYWOOD 3/4" SUBFLOOR (2) 16D COMMON NAILS OR 0.128" X 3" GUN NAILS DROPPED FLAT TOPS OF HIPS FOR FRAMING (GIRDER NOT DROPPED) LABELED END MARK REFER TO ENG. PACK FOR CONNECTION — CJ5 q CJ3 U CJ1 U U V-0 5/16"-t--� l 2'-0" 1, 2'-0" TYPICAL 7' SETBACK CORNER -SET LABELING AND SPACING TRUSS QUANTITY: 112 ATTENTION! DON'T LIFT SINGLE TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK CONSULT BCSI -B1 30' Span or lass 30 Spree to 80 degrees t-- �. .l or less 1 1/2 _ I I 2/3 to 112 T line T span approx. � Ta line r span approx. WALL HT. BASED REFER TO BCSI -11131 ON 8'-8" A.F.F. Truss must be set this way if crane used. Truss is an example, your truss may not match. Insist crane operator sets truss this way. General Notes 1. ALL PARALLEL CHORD TRUSSES, FLAT TRUSSES AND FLAT GIRDERS HAVE THE TOP CHORD PARTIALLY PAINTED GREEN TO BE INSTALLED GREEN SIDE UP. 2. ALL HANGERS TO BE SIMPSON HUS26 UNLESS OTHERWISE NOTED. 3. ALL TRUSS SPACING IS 24" O.C. UNLESS OTHERWISE NOTED. 4. PER TRUSS PLATE INSTITUTE BCSI-131 RECOMMENDATION PERMANENT X-BRACING SHOULD BE PLACED AT A MAXIMUM SPACING 15' O.C. ACROSS THE SPAN, TO BE REPEATED AT A MAXIMUM OF 20' BETWEEN EACH X-BRACE THROUGHOUT THE STRUCTURE. * PLEASE REFER TO BCSI-131 FOR ANY ADDITIONAL BRACING DETAILS, ROOF LOADING SCHEDULE TCLL = 20 PSF TCDL = 7 PSF BCLL = * PSF BCDL = 10 PSF TOTAL = 37 PSF DURATION = 1.25 % WIND SPD/TYPE = 145 ENCLOSED BLDG EXPOSURE = C USAGE = RESIDENTIAL CAT 11 WIND IMPORTANCE FACTOR = 1 UPLIFTS BASED ON = 9.2 PSF DESIGN CRITERIA F HC 2020 TPI 2011 Truss member design & connector plates are designed for ASCE 7-16 and maximum forces from both components and claddings and main wind force resisting systems. * 'These trusses have been reviewed to carry an additional 10# psf non -concurrent bottom chord live load. FLOOR LOADING SCHEDULE TCLL = 40 PSF TCDL = 10 PSF BCDL = 5 PSF TOTAL = 55 PSF ROOF' DESIGNED FOR SHINGLE ALL REACTIONS OVER 5000# AND UPLIFTS OVER 10i ARE SHOWN ON F,NGINEI RING. iiiiiii� SI����10, LOAD DESCRIPTION INIT. DATE R/01 CRTD FIRM 2551/A SIX 06/11/15 RA01 LCS Rill 11/04/15 R801 UPDATED RE'S ARM 10/10/16 R801 LC9 JTH 12/15/17 1 CHANGED TO SIMPSON HANGERS JRH 3-13-18 RB01 RAN LC9 RDP 05/01/18 RC01 ADDED EXTRA VERT ON RR TRUSSES @ EXTERIOR WAITS ARZ 10/19/18 RD01 ReVd cant at garage rdg 9/19/19 RE01 REVISED FTG5 LOADING Al 12123/1 CARPENTER CONTRACTORS OF AMERICA 3900 AVENUE G, N.W. WINTER HAVEN FLORIDA 33880 PHONE:( 800) 959-8806 FAX: (863) 294-2488 BUILDER :LENNAR TAMPA PROJECT :VAROII75 MODEL :2551 CCA PROJ/MODEL/ALT 7A2/2551/R ALT DESC: OTC LOT BLOCK DESIGNER PAGE SLC DATE 06 11 15 LAN# SCALE N317639R 1 4 "=1' /, : ..... �i • 4 00 w 0 0 w 0 z Q ^N` (D ' ^ E W L Q 0 MC 5 4-- 0 `u a Al E r p W �0' k.p �= 0 UC) °� .—L Ur3��� N w QN C N s`. o E� CD W w 1— w� w w�0 WO W=)M 03:x LLC%00- Q Q 1- V �- J ja0 ZLLII_ �OZQQ awil 0W°00° z U O Z rn a <nww in X Q<apWY¢�zWzow�pa _I LC Ow ��� 'E OQ o oFQLL ¢ Q LL ' o 0 Z N OW F- S2 -n ti 0 0 CM O Q � co � CL L W ^ LO 00 Z U W W JC:) 41, I I ! ! I OCA 0 0 N o � � 0 N N 0 N O � M i- N CD O CO O CD O c- O a O i I z 0 CV LO w o e- 0 N 0 M 0 0 IA I 1 d- 00 Z� QZ w O `E� O W V �00 UUG7 LO -0 O oho V— Q T__1 Z I•- a —a Q Ln = w m=w I— C Ill Zo= . . N p zwo Z U az �z __IkeZ F- pU _Q W z A4 z W J 0 0 LAST PLOT DATE • May 2, 2022 z 0 J FRAMING PLANS B 11 " .I N i0 �4 2 LBS. EPS FOAM 1 1/2" —011 U ti��= 1 (V 0 2 LBS. EPS 9 FOAM 04 2 1/2" 6 11 BRACKET DETAIL _ 1 _n11 r� 2 LBS. EPS FOAM CV v 4" 4" 4" 4" ,11 1'-4 NDOW DETAIL 11 = A 1_n11 ROOF FINISH 12 PER ELEVATION 15 ROOF SHEATHING MANUFACTURED ROOFTRUSS MTL DRIP EDGE 2X4 SUB -FASCIA ALUMINUM WRAP ALUMINUM SOFFIT NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL )1711 DETAIL 111 = 1 1_n11 ROOF FINISH PER ELEVATION ROOF SHEATHING MANUFACTURED ROOF TRUSS MTL DRIP EDGE 2X4 SUB -FASCIA ALUMINUM WRAP ALUMINUM SOFFIT NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL 7"X1" THIC PAINTED F TRIM BAN 6"X1" THICK PAINTED RAISED TRIM BAND I •VII 10 \VV/1I II 8"X1" THICK PAINTED RAISED TRIM BAND— c� 8 A5 ELEV AT 18'-0" T.O.P. 7/8" STUCCO OVER FRAME CASING BEAD W/ WEEPS OVER ELEV AT 10'-0" FLASHING FLOOR FF 12 51 A5 CASING BEAD W/ WEEPS OVER FLASHING SHINGLE ROOF sonon ONEONE000110HO e e 1 /411 = 1 1-011 P.I■IIIII%III�1. -mlillIrt_I_....I_..1111_.111r11111r11111■11111.1111ibMze c? ti I lure■nnl■nnl■nni■nnI■nni■nul■lurl■nni■nnl■nu�. .d111■1111im1I11I■IIIII■11111mlllrlmlllrUlllrl■IIIIIa Isis 11111rt1111■111/I.IIIII■IIIII�IIIIIr11I IIIIIIII■11111�111111111111.111/1■IIIII►. llrl■II1111■11111■h._ 1 1 / . r 11■11111�11111■111111 - 1 ■r , s • • n • 11 ■ •• r ELEV AT 18'-0" T.O.P. ELEV AT 10'-0" 2ND FLOOR FF — ELEV AT 8'-8" — — T.O.M. 3' DRIP "V" 12 51 C.J. 11 z C.J. J C7 * -1 - N =� 4' OFF RIDGE VENT C SHINGLE ROOF 7/8" STUCCO OVER — FR — — — — 12 SCREED 5/8" STUCCO WEEP----' OVER CMU SCREED TYP ELEV AT 0'-0" _ _ _ _ _ _ _ _ _ _ _ — _ _ 1ST FLOOR FF RIGHT ELEVATION B 3 -0 4' OFF RIDGE VENT SHINGLE 12 4A5 5 ROOF ..I/IIIII�IIIIIiyl1111�I1111�11111�I1111�11111�11111�11111�11111■III'�I■IIIII■IIIII�i1111�11111�I111��I1111�I1111�I1111i.'-R 1 ..1■Ion■luremlun■nnlmIon■Ion■Irlrl■mn■nul■nni■nnl■nnl■Ion■Iun■nm■nnl■nm■m1rl■mn■nm■n �I� IY.\Ir1Y.rIY1Y.-Ir1Y\-I�IY.-I�1\.Yll�l\•■Irl\\rIr1Y\-Ir1Y\rIYIYYrIrlY.rlri 1 1 ■' • 1 ■ • 11 n 1L_ RM _ ••r =;—� LEFT ELEVATION B 1 /811= 11-011 CASING BEAD W/ WEEPS OVER FLASHING DRIP "V" SCREED, AT BOTTOM OF BAND mi 6'-0" .414 a. ON J r IT W o� J 4' OFF RIDGE VEND 16'-4" 0 0 � lY SLOPE p W -v> p W SLR -v> 5:12 5.12 12 W a O77 (0 to SLOPE SLOPE 5:12 1 5:120 ON J77 fn IWO SLOP 5:12 ROOF PLAN B 1 /811= 11-011 1 FLASHING NOTES: DUE TO CLARITY NOT ALL REQUIRED FLASHING ARE INDICATED ON DRAWINGS. REFER TO FBC RES 2020 (7TH EDITION), SECTION R703.4. AND R903.2 APPROVED CORROSION -RESISTIVE FLASHING SHALL BE PROVIDED AT ALL ROOFING SYSTEM INTERRUPTIONS, TERMINATIONS, INTERSECTIONS, AND PENETRATIONS AND IN THE EXTERIOR WALL ENVELOPE IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH AND SHALL BE INSTALLED TO PREVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE. APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1. AT TOP OF ALL EXTERIOR WINDOW AND DOOR OPENINGS IN SUCH A MANNER AS TO BE LEAK PROOF, EXCEPT THAT SELF -FLASHING WINDOWS HAVING A CONTINUOUS LAP OF NOT LESS THAN 1-1/8 INCHES (28 MM) OVER THE SHEATHING MATERIAL AROUND THE PERIMETER OF THE OPENING, INCLUDING CORNERS, DO NOT REQUIRE ADDITIONAL FLASHING; JAMB FLASHING MAY ALSO BE OMITTED WHEN SPECIFICALLY APPROVED BY THE BUILDING OFFICIAL. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. 8. WHENEVER THERE IS A CHANGE IN ROOF SLOPE OR DIRECTION. 9. AT ROOF CRICKET OR SADDLE. 10. AROUND ROOF OPENINGS. GENERAL FLASHING NOTES: INSTALL FLASHING IN ACCORDANCE WITH FBC RES 7TH EDITION (2020), SECTION R703.4 AND IN ACCORDANCE WITH STANDARD APPLICATIONS ILLUSTRATED IN THE ARCHITECTURAL SHEET METAL MANUAL (LATEST EDITION) AS PUBLISHED BY THE SHEET METAL AND AIR CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION, INC. WINDOW NOTE: ALL NEW WINDOWS MUST MEET A MINIMUM 'U'-VALUE OF 0.4 OR LESS AND A'SHGC' OF 0.25 OR LESS. (UTILIZING THE PRESCRIPTIVE METHOD FOR EXISTING STRUCTURES) EGRESS NOTE: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUGH A DOOR. THE WINDOW MUST HAVE A MAXIMUM SILL HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM SHINGLE / UNDERLAYMENT NOTE: ASPHALT SHINGLES ARE IN ACCORDANCE WITH TABLE R905.2.6.1, FBC 7TH EDITION (2020) - RESIDENTIAL SHINGLE UNDERLAYMENT SHALL COMPLY WITH SECTION 905.1.1, FBC 7TH EDITION (2020) - RESIDENTIAL GENERAL FINISH NOTES: APPLICATION OF STUCCO (EXTERIOR PLASTER) MUST BE IN ACCORDANCE WITH FBC R703.7, ASTM C926 AND C1063 ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL. (REFER TO SHEET SN1 FOR THE ENGINEERED METHOD FOR LATH ATTACHMENT) OCT 2 8 2022 Virtual Review Assist. Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 GENERAL NOTES: . G.C. VERIFY ROOF PITCH ROOF PITCH VARIES PER SUBDIVISIONS (5/12 PR 5.9/12) IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. ROOF CRITERIA - 12" OVERHANG U.N.O. - PLUMB CUT FASCIA - ROOF PITCH PER ELEVATION - WINDLOAD CALC. PER ASCE 7-98 (VARIES BY LOCATION) - SHINGLE LOADING ROOF VENT CALCULATIONS: NOTE: VERIFY WITH GENERAL CONTRACTOR ALL ROOF VENT LOCATIONS, QUANTITIES, AND SIZES. ROOF VENTS SHALL BE INSTALLED FOR A MIN. OF VENTED AREA AS LISTED BELOW OR EQUIVALENT SYSTEM PER 7TH EDITION (2020) FBC SECTION R806 FORMULA = S.F. / 150 (1/150) " 144 (TO CONVERT TO SQ. INCHES) _ NET SO. INCH REQUIREMENT ATTIC AREA = 1697 SQ FT VENTILATION REQUIRED = 815 SQ IN VENTILATION PROVIDED AT RIDGE = 407 SQ IN VENTILATION PROVIDED AT SOFFIT = 1218 SQ IN ATTIC VENTILATION ATTIC VENTILATION TO BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL R806. THE MINIMUM NET FREE VENTILATING AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. THE VENTILATED AREA MAY BE REDUCED TO 1/300 PROVIDED THAT AT LEAST 40% BUT NO MORE THAN 50% OF THE REQUIRED VENTILATION IS PROVIDED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED. UPPER VENTILATORS SHALL BE LOCATED NO MORE THAN 3 FEET MEASURE VERTICALLY) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN. VVALUES TO BE VERIFIED WITH MANUFACTURER SPECIFICATIONS) RIDGE VENTS - 18 SQ. IN. OF NET FREE AREA / LINEAR FT. " OFF -RIDGE VENTS - 138 SQ. IN. OF NET FREE AREA / UNIT SOFFIT VENTS - 7 SQ. IN. OF THE NET FREE AREA / SQ. FT. IF NOT ENOUGH VENTED SOFFIT IS PROVIDED DUE TO FIRE PROTECTION, THE CONTRACTOR SHALL USE DECK -AIR OF OTHER APPROVED MATERIAL TO PROVIDE SUFFICIENT IN -TAKE VENTILATION " LOMANCO DECK -AIR - 9 SQ. IN. OF NET FREE AREA / FT. FOR SHINGLE 36 SQ. IN. OF NET FREE AREA / FT. FOR TILE NOTE: EXTERIOR WINDOWS, SLIDING DOORS AND EXTERIOR SIDE -HINGE DOORS SHALL BE TESTED AND LABELED WITH A PERMANENT LABEL PROVIDING TRACE ABILITY TO MANUFACTURER AND PRODUCT N cli ';;iLID .. o 00 LID .. K, Q w 0 z Q V) E W L '0^ 0 N V co 401 M 4) Ems` to moo, 2g Eb- .� o U- 8 ° s � p10 �V^`) f' Lu Q � W >,v.., 0O E o�i' rn v n a Lu U < UHr WW H W W MWw '0 O ji OQ�W OQ�QU0 2J0 Q Qox ZERo2000<� aIn O OO AWO (L WW W W0< ()gZpw w �Wan ¢W gY6 Qo oit o D o<<X Q 0 U- IL 0 04 Z W O1.- Z ti E5 M O Q U) M LL ti f—a- Wc'M �a2r-- Z V ~ WW O 0 I I i I � I CD O N O N O N N N N �� C N N N N M ce) � `O O 0 0)O 0 � N o N o t � z O N,^ LO> W o e- O N o M 0 �' 0 � l � M ON }� Z rV U) z QW W ° o ♦�-+ 0 V _O t,VFn Lo O 0r4 `� Z a —a rl Q 0 _ / N O�_O zo= . W�� 04 Q O Z 5ww I1z z OU 0 W zA 5 z W J uj 0 0 LAST PLOT DATE _ May 2, 2022 f1 O EXTERIOR J ELEVATIONS & ROOF PLAN B A/C DIS( FIRST FLOOR ELECTRICAL PLAN (ELEVATIONS A & B 1 /411 = 1'-011 EC :TER ELECTRICAL NOTES: 1. GFCI'S ARE TO BE INSTALLED IN THE FOLLOWING LOCATIONS AS SPECIFIED PER NFPA 70 (NEC) 2017 A) BATHROOMS B) GARAGES, AND ALSO ACCESSORY BUILDINGS THAT HAVE A FLOOR LOCATED AT OR BELOW GRADE LEVEL NOT INTENDED AS HABITABLE ROOMS AND LIMITED TO STORAGE AREAS, WORK AREAS, AND AREAS OF SIMILAR USE. C) CRAWL SPACES AT OR BELOW GRADE. D) KITCHENS - WHERE THE RECEPTACLES ARE INSTALLED TO SERVE THE COUNTERTOP SURFACES. E) LAUNDRY, UTILITY, AND WET BAR SINKS - WHERE THE RECEPTACLES ARE INSTALLED WITHIN 6 FEET OF THE OUTSIDE EDGE OF THE SINK. 2. ARCH FAULT OUTLETS ARE REQUIRED PER NFPA 70 (NEC) 2017, INCLUDING ARTICLES 210 AND 400. 3. ANY CONFLICTS BETWEEN LOCATION OF MECHANICAL FIXTURES ON PLANS AND THE ABILITY TO LOCATE THEM IN THE FIELD MUST BE REPORTED TO THE ARCHITECT PRIOR TO INSTALLATION. 4. RECEPTACLE OUTLETS IN GARAGE MUST BE SERVED BY SEPARATE BRANCH CIRCUIT THAT DOES NOT SUPPLY OTHER OUTLETS. 5. CM MUST BE AT LEAST T FROM BATH DOOR AND AT LEAST 6' FROM KITCHEN RANGE/OVEN. NOTES: UNLESS OTHERWISE NOTED 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 12" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL. BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE INSTALLED AS DIRECTED BY THE 2016 NFPA 72 NATIONAL FIRE ALARM CODE. 6. ALL ELECTRICAL IN THE LIVING ROOMS, DINING ROOMS, SUNROOMS, FAMILY ROOMS, DENS, LIBRARIES, SLEEPING ROOMS, PARLORS AND SIMILAR ROOMS OR AREAS SHALL BE ON AN A.F.C.I. PROTECT CIRCUIT PER NFPA 70 (NEC) 2017. 7. IN ALL AREA SPECIFIED IN NFPA 70 (NEC) 2017 210.52, ALL 125 VOLT, 15 AND 20 AMP RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. METER MAIN 0 200 amp 150 amp Disconnect POWER CO. FEED 200A INDOOR PANEL CENTER #15 copper to lights & outlets #12 copper to 20 amp ckts #10-2 copper to WH #10-3 copper to Dryer 2/0 or 4/0 SER Alu 4 Bare Cu Ground Footer STEEL Groundrod tied to footer steel OR 4 Bare attached to footer steel GROUNDING PER 250.50 AND 250.52 NEC TYPICAL 150-200 AMP ELECTRICAL RISER DIAGRAM NTS CT28202 Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 ELECTRICAL DETAIL: INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH ifl SWITCH ° 4 1/2" DOOR JAMB DUPLEX OUTLET ih TRIM o 0 BASE NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING SMOKE DETECTOR LOCATION: WALL oZ e �' SMOKE DETECTOR MIN. ELECTRICAL LEGEND: NOTE: ALL HEIGHTS ABOVE FINISH FLOOR 110V DUPLEX OUTLET AT 12" 110V DUPLEX OUTLET AT 39" NOTE: ALL RECEPTACLES 110V DUPLEX OUTLET AT 43" ABOVE COUNTERS 110V DUPLEX OUTLET AT 45" SHALL BE SPLIT 110V DUPLEX OUTLET MOUNTED HORIZONTAL AT 12" - TOP PLUG IS HOT 110V QUAD OUTLET AT 12" WEATHERPROOF GFCI OUTLET AT 12" 220V OUTLET AT 30" 110V DUPLEX FLOOR OUTLET OUTLET - VERIFY W/MANUF. SPECS ® FOR LOCATION & TYPE TELEPHONE OUTLET AT 12" OR AS NOTED TELEVISION OUTLET AT 12" - WIRE FOR CABLE & SATELLITE STRUCTURED WIRE OUTLET .eq SWITCH AT 36" Cl) 3 WAY SWITCH AT 36" �- 4 WAY SWITCH AT 36" —0 PUSH BUTTON FOR GARAGE DOOR OPENER DIMMER SWITCH AT 36" —{] PUSH-BUTTON DOORBELL CLG MNT LT FIXTURE + CLG MNT PREWIRE - FIXTURE BY OWNER -E#- SURFACE MNT FIXTURE - WALL MNT FIXTURE NOTE: 40W A 6" ROUND OPALEX - ALTERNATE TUB/SHOWER CANS MAY BE 50W PAR30 NFL 6" WHITE BAFFLE USEDIF APPROVED BY 50W MR16 4" LOW VOLTAGE OWNER 50W PAR20 NFL 4" MINI ROUND RECESS �0 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL } CLG FAN PREWIRE AND SWITCH COMBINATION CARBON MONOIXED DETECTOR/ cs SMOKE DETECTOR Q SMOKE DETECTOR CU-182 UNDER CABINET 18" 0S-182 SINGLE 18" FLUOR STRIP =U-24= UNDER CABINET 24" =S-24= SINGLE 24" FLUOR STRIP =D-24= DOUBLE 24" FLUOR STRIP U-36 — UNDER CABINET 36" S-36 — SINGLE 36" FLUOR STRIP c D-36 — DOUBLE 36" FLUOR STRIP S-48 SINGLE 48" FLUOR STRIP D-48 DOUBLE 48" FLUOR STRIP 24 24"CLG MNT WRAPPED FLUOR LIGHT 48 48"CLG MNT WRAPPED FLUOR LIGHT FF24:R 24" VANITY LIGHTING 9;;F36:;;R 36" VANITY LIGHTING 48 48" VANITY LIGHTING Q EXHAUST FAN/LIGHT 0 EXHAUST FAN p DOUBLE FLOOD LIGHT W/ COVERS AND V 15OW PAR 38 FL ® INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR CEILING MNT SPEAKER M CHIMES (DELETE W/ INTERCOM) = MASTER STATION T►ZI ELEC PANEL ® VACUM OUTLET AT 12" ® CEILING RETURN AIR ® A/C REGISTER ® THERMOSTAT ED SECURITY PAD ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. ^N` N U ; E '0 O W L r^i �M� v N V -0 -0 c° d m L L m O 2 8 0 0 O "g R Q t U . N O- � < w C)- i o0 ECq v rn W V, W V W LLj vj W 0 t a o::)2_j QLLU010_j0 U J D00Z6T200'aQ LLLL rZoui—wZL) z Q OOWWLjvWWwWWx<0= Z i0mzyOzz QLL �wOg�55—WW626Ood ow 0 0<<x o LL O Z W O� D O 0 M Q M � CO (n Lj_ ti z < W 00 Z V ~ Wz W JC:) (U i i ! O 0 a o o o Co 0 C3 0 O N o N o ' z 0 w N ,^ w o 0 0 0 0 LO III- Cr '^ zZ v, Q z w O W Ezz 0) - 0 U wvV5 0zj L 0 ow- o 0 Q r�l Z �- W�a Q w N >' pl-'O zon W CL <I-:) N Q O ZWO Z (� awz LL z U 0 _0 z A6. 1 ww ww W J 0 LAST PLOT DATE O • May 2, 2022 z 0 1 ST FLOOR ELECTRICAL PLAN SECOND FLOOR ELECTRICAL PLAN (ALL ELEVATIONS' 1 /4" = 1'-011 ELECTRICAL NOTES: 1. GFCI'S ARE TO BE INSTALLED IN THE FOLLOWING LOCATIONS AS SPECIFIED PER NFPA 70 (NEC) 2017 A) BATHROOMS B) GARAGES, AND ALSO ACCESSORY BUILDINGS THAT HAVE A FLOOR LOCATED AT OR BELOW GRADE LEVEL NOT INTENDED AS HABITABLE ROOMS AND LIMITED TO STORAGE AREAS, WORK AREAS, AND AREAS OF SIMILAR USE. C) CRAWL SPACES AT OR BELOW GRADE. D) KITCHENS - WHERE THE RECEPTACLES ARE INSTALLED TO SERVE THE COUNTERTOP SURFACES. E) LAUNDRY, UTILITY, AND WET BAR SINKS - WHERE THE RECEPTACLES ARE INSTALLED WITHIN 6 FEET OF THE OUTSIDE EDGE OF THE SINK. 2. ARCH FAULT OUTLETS ARE REQUIRED PER NFPA 70 (NEC) 2017, INCLUDING ARTICLES 210 AND 400. 3. ANY CONFLICTS BETWEEN LOCATION OF MECHANICAL FIXTURES ON PLANS AND THE ABILITY TO LOCATE THEM IN THE FIELD MUST BE REPORTED TO THE ARCHITECT PRIOR TO INSTALLATION. 4. RECEPTACLE OUTLETS IN GARAGE MUST BE SERVED BY SEPARATE BRANCH CIRCUIT THAT DOES NOT SUPPLY OTHER OUTLETS. 5. CM MUST BE AT LEAST T FROM BATH DOOR AND AT LEAST 6' FROM KITCHEN RANGE/OVEN. NOTES: UNLESS OTHERWISE NOTED 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 12" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL. BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE INSTALLED AS DIRECTED BY THE 2016 NFPA 72 NATIONAL FIRE ALARM CODE. 6. ALL ELECTRICAL IN THE LIVING ROOMS, DINING ROOMS, SUNROOMS, FAMILY ROOMS, DENS, LIBRARIES, SLEEPING ROOMS, PARLORS AND SIMILAR ROOMS OR AREAS SHALL BE ON AN A.F.C.I. PROTECT CIRCUIT PER NFPA 70 (NEC) 2017. 7. IN ALL AREA SPECIFIED IN NFPA 70 (NEC) 2017 210.52, ALL 125 VOLT, 15 AND 20 AMP RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. OCT 2 8 2022 VR/\ Virtual Review Assist. Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 ELECTRICAL DETAIL: INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH io SWITCH- 4 1/2" DOORJAMB DUPLEX OUTLET co TRIM o 0 BASE NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING SMOKE DETECTOR LOCATION: WALL oZ A—'SMOKE DETECTOR MIN. ELECTRICAL LEGEND: NOTE: ALL HEIGHTS ABOVE FINISH FLOOR 110V DUPLEX OUTLET AT 12" Q� 110V DUPLEX OUTLET AT 39" NOTE: ALL RECEPTACLES 110V DUPLEX OUTLET AT 43" ABOVE COUNTERS 110V DUPLEX OUTLET AT 45" SHALL BE SPLIT 110V DUPLEX OUTLET MOUNTED 1HORIZONTAL AT 12" - TOP PLUG IS HOT 110V QUAD OUTLET AT 12" WEATHERPROOF GFCI OUTLET AT 12" 220V OUTLET AT 30" 110V DUPLEX FLOOR OUTLET OUTLET - VERIFY W/MANUF. SPECS FOR LOCATION & TYPE .1 TELEPHONE OUTLET AT 12" OR AS NOTED TELEVISION OUTLET AT 12" - WIRE FOR CABLE & SATELLITE STRUCTURED WIRE OUTLET SWITCH AT 36" 3 WAY SWITCH AT 36" 4 WAY SWITCH AT 36" —0 PUSH BUTTON FOR GARAGE DOOR OPENER —o DIMMER SWITCH AT 36" —fl PUSH-BUTTON DOORBELL } CLG MNT LT FIXTURE {- CLG MNT PREWIRE - FIXTURE BY OWNER -{}- SURFACE MNT FIXTURE } WALL MNT FIXTURE NOTE: 40W A 6" ROUND OPALEX - ALTERNATE TUB/SHOWER CANS MAY BE 0 50W PAR30 NFL 6" WHITE BAFFLE USEDIF APPROVED BY 6 50W MR16 4" LOW VOLTAGE OWNER 0 50W PAR20 NFL 4" MINI ROUND RECESS 0 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL {} CLG FAN PREWIRE AND SWITCH COMBINATION CARBON MONOIXED DETECTOR/ cs SMOKE DETECTOR SMOKE DETECTOR rU-18= UNDER CABINET 18" rS-18a SINGLE 18" FLUOR STRIP =U-24= UNDER CABINET 24" =S-24= SINGLE 24" FLUOR STRIP =D-24= DOUBLE 24" FLUOR STRIP — U-36 = UNDER CABINET 36" — S-36 — SINGLE 36" FLUOR STRIP — D-36 — DOUBLE 36" FLUOR STRIP — S-48 SINGLE 48" FLUOR STRIP — D-48 DOUBLE 48" FLUOR STRIP 24 24"CLG MNT WRAPPED FLUOR LIGHT 1 48 48"CLG MNT WRAPPED FLUOR LIGHT 9;:24:;;g 24" VANITY LIGHTING F7mF36--FuR 36" VANITY LIGHTING 5----48 48" VANITY LIGHTING ® EXHAUST FAN/LIGHT 0 EXHAUST FAN DOUBLE FLOOD LIGHT W/ COVERS AND 150W PAR 38 FL ® INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR ® CEILING MNT SPEAKER M CHIMES (DELETE W/ INTERCOM) In--<: MASTER STATION �i..l ELEC PANEL ® VACUM OUTLET AT 12" CEILING RETURN AIR E3 A/C REGISTER ® THERMOSTAT SECURITY PAD ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. E 0 U _W\ In M -I.. V) V -0 :0 `— M L 0 O g -2` ° `L C) C vd" .—.0 N V w SD N c 0 ri W L Iz, a 06 ow vi WOF- ~LU WWL-QQ0(D Wj)�00=oaao = J OUWWOZm �U Z� a5 z gQOWQ55Wz ¢OW1-F- °— 2Wx�OZ �OO " (A LL Ow OozQaF-LL MWQ � O Z W F- D ti O cM Q w M LL w � z < W < Ln F'-IYaM W CL Z V 2: 3: W Wo O OO o0000 O O �- N N O M N O 0-0N O tP O O N CoO ' z O Nwo > o N aoo CM V Lo ; Z~ W v, ¢ z w Q W 000 M O U �z5; Lo —0 0 ow — a Z CL-a CL Q w ~p ~O N W ZOM . . W QED N O ZWO Z U dZw Z Uz U � H p _o W z z w � W J c, 0 LAST PLOT DATE • May 2, 2022 z 0 2ND FLOOR ELECTRICAL PLAN STRUCTURAL NOTES NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES 0524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES 12 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/ TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS: 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/0 LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 7TH EDITION (2020), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-16 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO L/480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + W L 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 60, fy = 60 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2" C-1-P CONCRETE NOT EXPOSED: 1 1/2" GROUT FILLED MASONRY: 3/4" 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. MODULES OF CONCRETE TYPE MIN. 28 DAY ELASTICITY DESIGN (fc) DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE 11 NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.3.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33Ks1WITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131 ", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED 'J' BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) Fv = 285 PSI 4.7. STEEL: 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEELERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR ELEMENTS ARE IN PLACE. 4.8. SOIL: 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 7TH EDITION (2020), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least 1'-0" awayfrom the building side walls. 9 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within V-0 of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of trapps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rain 11 occurs before vapor retarder placement, retreatment is requiretlo. 9. FBC-R R318.1.5 - C ncrete ory and mortar along the foundation perimeter must be removed beore extenor soltreatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE - "C" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 5'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. CONSTRUCTION + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. GARAGE DOORS N =140 MPH) TYPE: 5B SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W' 1)1" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE /". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. rOCT"28""2012 Virtual Review Assist, Inc. Plans Review completed and approved 4 for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 a LO vok co it t, ,rr Z W r 3 ti 0 - ULI 0 W L �? U 00 N Ci p u S 0)� 0�$ ma U '0 "N p < U w I?!;� V � W W C7 W H~ _j wg�z� �02-i¢O¢ < UO�O oWOWr mQZ ¢QZa Cy O OWO�pj[- w zM �p Y0O�waW2Q0o � EL CL ILL - Da i7 =O a< LL f-¢LL O Z W O� W 0 1- M QU)ML0 a-U)IJiIct U) - LI. �-W0."M a- z o zv< W WQ J 0 N. I I I ! I O 0 N 0 0 N �- N o 0 0 0 N W C)o 0)O N o I I I z 0 NOf 0 0 N 0 M 0 V I I I L ♦/'�, Z� ♦,/ Q Z W C)Z 000 M 1-0W 0 U W (.)(-)U) L0 . ❑ W 0 -� Z (Lwil y 1 = = W I- N Zoe . . W <F-::) N 0 zwo Q z r, gZR o_ LL Z � U ,3 0 _0 rn z SNO Z z W N 0 LAST PLOT DATE Z 0 STRUCTURAL DETAILS THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH II lk fl it III -a 7�1 s l ll F—,k.. I ti 2"" LONG (314%1" CROWN)I. L 16GA,:1-1'.� L't M,4)t``�.. .....11.. t. i l .. STAPLES C& 6" O.C. VERT BETWEEN STUDS (NOTED THUS:—) - OFFSET I I I I 1 1 STAPLES BETWEEN STUDS AS SHOWN _.__ METAL LATH ATTACHMENT DETAIL WALL SHEATHING 16GAx1-1 �" LONG i3.4"-1" CROWNI STAPLES ia) 6" O.C. VERT INTO STUDS (NOTED THUS:—) REV. 09.24._21 SCALE: 3.4" = T-Or" `DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7,1 LATH' *"ONLY APPLIES TO LENNAR TPA-IJAX** LATHING ACCESSORIES: ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. WOOD APPLICATION: 16 GA. x 1-1/2" LONG (3/4"-1" CROWN) STAPLES @ 6" O.C. VERTICALLY/HORIZONTALLY INTO FRAMING MEMBERS. MASONRY APPLICATION: CONCRETE STUB NAIL, 3/8" (10 MM) HEAD DIA. MIN. @ 6" O.C. VERTICALLY/HORIZONTALLY OR COMPATIBLE ADHESIVES, EXTERIOR GUN -GRADE, CONSTRUCTION ADHESIVE WITH 1" DABS @ 6" O.C. OR IN A SEMI -CONTINUOUS BEAD BETWEEN THE SOLID PLASTER BASE AND THE SOLID PORTION OF THE KEY ATTACHMENT FLANGE. CONTROL JOINTS: INSTALL CONTROL JOINT LATHING ACCESSORIES IN CONFORMANCE WITH C1063. LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS, BUT SHALL BE STOPPED AND TIED AT EACH SIDE. ALL ACCESSORIES SHALL BE IN ACCORDANCE WITH THE LATEST ASTM C1063 & ASTM C1861. CORNER OF HOME GARAGE SIDE 10'-0" TANK -LESS W/H 5'-0" _ STUB -OUT FOR ' GAS METER 0 — O (V • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) -12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY'"* RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS" 2" X 4" @ 16" O.C. 7'-5" (2) 16d TOENAILS 2" X 6" @ 16" O.C. 1G'-8" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2) 16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING lo W O ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 4 + + + + + + + + + + + + + + + + + + + + + + + + + + + zo + + + + + + + -I- + + + + + + + + 4f + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + '-0" (TYP.)+ 4'-0 + +4'-0" ++++ + +Ll+++ +l + Zd + + +++ +++ + 4+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + o + + + + + + + + + + + \++_+�++ + + + + + + + + + + Cb + + + + + + + + + + + + + + + + + + + + + + ++ 0i `— 15/32" CDX PLYWOOD OR 7/16" OSB \—RIDGE LINE 140 MPH 003 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + 4" O.C. @GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE + + a 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2-3/8 INCH NAIL LENGTH 2-3/8 INCH NAIL LENGTH NOTE: FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" orp 5000s 1.8/1.7 nel wood panels Two 3/4" wood panels or 2 x 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from aboN Filler blocking1/8" gap FILL CELL STD. 90° HOOK BOND BEAM w .... . ............ ....... ....... 11 .................. ......... ......... ........... ...... Q STD. 90° CONT. #5 CONT. #5 HOOK BAR BAR #5 COAT. .. . FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. 2" min. }Small gap 2" max. � 4 max. Clinch nails when possible 1 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 4" max. 2x—: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite required when indicated or OF THE JOIST ASA REQUIRED LEAVINGY" GAP TOP sides b 6". - Hangers with side nailing. @ Y -Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION -Birdsmouthcuts. N.T.S. N.T.S. - Under 2nd floor column w/ loads higher than 15nnih SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack "Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building �1/16" code for appropriate details in1--or--20 One 10d box areas=20 of high sinker lateral load. nail each side at bearing. Boise Joist Blocking for each lapped joist. Squash block 10d nails SECTION @ INT. BRG. WALL (2x4 minimum) — Bearing wall, Versa -Lam LVL or N.T.S. Glulam Beam "N CKOU MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls: - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below." Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Use 10dx3" nails at 6"o.c. for all joist blocking panel "Non -stacking walls require additional consideration.— 6," A 1 Z' ROUND HOLE MAY 6." 6". DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Yz" Round Hole Diameter (in) 2 3 4 5 6 7 8 8.875 10 11 12 13 Rectangular Hole Side (in) 2 3 5 6 8 9 10 Any 16" joist Span (ft) 8 V-0" 1'-1" V-2"' V-2'" V-3'" V-3"' V-7" 1'-11" 2'-4" 2'-9" 3'-2" T-7," 12 V-0" V-1" 1'-2"' V-2" V-3" V-9" 2'-4" 2'-11" 3' 7" 4'-2" 4'-9"' 5'-4 16 V-0"' 1'-1° 1'-2"' 1"-2" 1'-7" 2"-5" 3'-2" 3°-10" 4'-9"' 5'-7" 6'-4" T-2"" 20 V-0" V-1" V-2"' V-2" 2'-0" T-0" 4'-0" 4'-10" 5'-11" 6'-11" 7'-11" 8- 24 V_0'" V-1 " V-2'" V-3" 2'-5" 3'-7'" 4'-9"' 5'-10"' 7'-2" 8'-4" 9'-6" 10'-9" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1Y" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1Yz" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S. A Backer block (12" wide min.) Nail with 10-10d nails. \Install tight to -top flange, y \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap — Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4%2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if clanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist p depth I -JOISTS BUCKETS N.T.S. Web Stiffener Fastener Schedule Joist Bearin Location Series De th End Intermediate BCI5000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d BC16000s BC16500s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI 60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® " 3-16d 3-16d 14"' -1 5-16d 16" 6-16d 6-16d SIMPSC w/(22)' NAILS T 5/8"0 THRU BOLT SIMPSC w/ (22) NAILS T R TRUSS OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION AIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL NO FINI$H GRADE SLEEVE THRU STEM SEE PLAN FOR °• a . • , e - • FOUNDATION INFO STEM FOUNDATION -REINF. SEE PLAN ij — b . . ... ... ... �A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A SIMPSON H10A ° ° (WHEN w/ (18)10d x 1 1/2" ° REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" v CENTERED @ PIPE PENETRATION a ° PLUMBING LINE PVC OR SCH40 SLEEVE ° IIf L - SEE FAD. PLN. SIZE & REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE ° d d SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE ° a/ 1 dva IrE 1 a —I-a a .. ' —1 Al 2F i OCT 2 8 2022 SEE FND. PLN. SIZE & REINF. Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 N .•g er_ -�,..� N LO t•,���— 00 o � `. Q k. . uJ 0 w 0 z Q E (11 > O M o V/ CSA N V -0 D- y a =— M z E •c "c o C: D O E 0o O 11- o N Q Ua"R °—t in V W p.- Q� >` o E M 2 W W W o o w rri W O I- wmo �Q o q��z� MOM_,<O<Q Q Q I- <LLU0J0 F X o aZ O 00 000E gzoxoomzz Ci O O U� 0 Z �(9a0zYeo Z�OOWO�d ��WOWHF—gwp2U�Q Q F LL r1 O zCN W CD co Q U) CO I,-- Cl) li ti 11") I— 11 (M 00 z V � WC) W (O I I I r I O o 0 o' 0 o 0 0 W ClC)o 0 0 N I I I I I I Z O N'^W O: N M I I I V/ Lo ' ♦C CO i zH VJ Qz W 0 U 00 ��� p ow- gas z y 1 = W=Q F- 1— (� I— 2 iV 0Y O �O� ■ ■ W a- <�D m Q z gWX a- z Z Q � �� U 0 � _0 W W z SN1 Q z Z UJ J Il- V/ N >a 0 LAST PLOT DATE ■ z 0 STRUCTURAL DETAILS — (2) LAYER TYPE 1(#15) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH 12 TRUSS (SEE UPLIFT SCHED.) W/ (TYP-) VARIES METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN1 ELEV. VARIES INSULATION BAFFLE ALUMINUM DRIP EDGE 5/8" OR 1/2" HIGH ALUMINUM FASCIA STRENGTH CEILING 12" N.O. 2x SUB FASCIA BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE EE SOFFIT W/A HABITABLE ROOM SHEET ABOVE) W/DRYWALL 8"x8"X16" KNOCK -OUT SCREWS @ 7" O.C. BLOCK W/ 1#5 CONT. CEILING & 8" O.C. WALLS FILLED SOLID W/GROUT INSULATION PER CHART ON FLOOR 8" C.M.U. TYPICAL PLAN 1x2 P.T. HORIZONTAL TYPE "S" MORTAR NAILER STD. 90-HOOK (SEE DETAIL) ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. (1) #5 VERT. IN FILL CELLS 1/2" GYPSUM WALLBOARD (SEE FOUNDATION PLAN U.N.O. FOR LOCATIONS) 1x4 P.T. BASE NAILER co 31/4" BASEBOARD ILL x MIN. 2500 PSI CONC. SLAB w a MIN PSI MAY VARY PER Ln MUNICIPALITY. N 4"x4" INSPECTION PORT AT CONCRETE SLAB W/ 6X6 EACH FILLED CELL TYPICAL W1.4XW1.4 WWF OR AT GARAGE, CONTRACTOR "FIBERMESH" TO CUT BLOCK OR POUR CURB DUE TO SLOPE E 4r D ao 6 MIL VAPOR"� BARRIER —_ <V COMP. SOIL. I ° '- (COMPACTED TO 95% I — NOTE: EXTEND DECO FINISH MODIFIED PROCTOR I I I I I— I I I I 4" to 6" BELOW GRADE ASTM D1557) (2) #5 REBAR CONT. 3" MIN. CLR. ON 3" CHAIRS TYP. V-4" (1 STORY) STD. 90 HOOK U.N.O. 4^ V-8" (2 STORY) (SEE DETAIL) TYPICAL WALL SECTION K�A SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" PAVERS rO.H.D. RECESS z SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1',4" (1 STORY) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR)) GARAGE DOOR SLAB RECESS J,1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE (2) #5 CONT. ON 3" CHAIRS (TYP.) _ a . I I' I I I I Y•'•'I I I I °° 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. DIA. X 3 1/4"TAPCONS @ 24" O/C & - @ 6" MAX FROM END OF 2 x PLATE E 6x6W1.4xW1.4 WWF OR FIBERMESH ° D. II O TYPICAL INTERIOR BEARING WALL w/ OUT UPLIFT r SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 8"x8"xl6" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 3/8" MORTAR BETWEEN SLAB & BLOCK N __j I OIL • < A.F.F. °• C7 G -U'-31/2" d ELEV.Z .q A . .4 d. .. Y' A.F.F. O do" n 4 2x4CONT. o. e.. Q U- as a eo d .. . .d - 1 .la,. �, .. QV C).. d. G n e d CV a_ a GARAGE DEPTH VARIES a A. • < • e 4 a... 4. . GARAGE SLAB AT STEP rB SCALE: 3/4"=V-0" S3 2x S.P.F. STUDS @ 161, O.C. LOAD BEARING OR 2x STUD EXTERIOR WALL 8" C.M.U. 1"x P.T. STUD SEE CC/S3 OR N #5 VERT. IN FILLED CELL G/S3 FOR ANCHOR BOLT INFO. 5/8"x6" "J" BOLTS BOLT (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR (6) 1/4"x31/4" TAPCONS 'SIMPSON SP1 w/ (10) 10d NAILS SPACED EVENLY �,P `� 2x P.T. PLATE ASSUMED FINISHED GRADE MONO OR STEMWALL z FOOTING MONO SHOWN ; R ,� ° d - 00 FOR CLARITY ° I> ° -At. ° 1 -TiT *04 FOR BEARING WALL W/ UPLIFT ONLY — — _' FRAME WALL TO C.M.U. WALL CONNECTION D SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0° S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min. 4" a GRADE .a FIA 1 III III II =(1) #5 REBAR w/ OPT. I� I I �I I I CREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE: 3/4"=1'-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" %O.H.D. RECESS E Y 11 u-� ■■ 11 ■■� .I ■■ ■ �, II Ilff� SEE A/S3 OR J/S6 J -11I I I I— I 1 1 i FILL, FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STC 1RY) 1'-8" (2 STC 1RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING — NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. (2) ROWS OF 2x BLOCKING @ THIRD POINTS 5/8"0 x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" PLATE WASHER TYPICAL MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH E 5/8"OR 1/2" HIGH STRENGTH -� (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ EDGES, AND @ 12" O.C. @ FIELD 5/8"" x 10" "J" BOLT @ 24" O.C. W/ 2""0/16" PLATE WASHER (TYP.) (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) 2" 3 1/2" MIN. TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) INSULATION PER CHART ON FLOOR PLAN SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH -•� 1 I111 1 11 r1 11�/1 1 II II II •' 11 1 �,�11111111 !1 II1111 u II n • • �T ■ :�1: "SHEAR WALL" 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY FORM SUBMITTEC WITH PERMIT SCALE: 3/4"=V-0" ,v 5/8"OR 1/2" HIGH STRENGTH — (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2" x3/16" PLATE WASHER (TYP.) - (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) "SIMILAR AT FOUNDATION ONLY" IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND REINFORCEMENT AND WILL NOT INCLUDE THE WALL ATTACHMENTS r 3 1/2" MIN. TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. —2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) INSULATION PER CHART ON FLOOR PLAN —SIMPSON SP1 w/ (10) 10d NAILS �2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 I WWF OR FIBERMESH i;o 3 1/2"(min.) -4" 7. 1T:— I1 I' 7 I ICI (2) #5 CONT. 4" 4' 8" U.N.O. MIN. TYPICAL BEARING WALL @ STEP APPLICATION r NOTE: SEE SECTION C/S3 FOR 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. SIMPSON SP1 w/ (10) 3RD LAYER 1/8" THICK. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 10d NAILS SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD K.O. BLOCK 2x P.T. PLATE 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] SPACE ANCHOR #5 REINFORCING J BOLTS 6" MAX FROM WEEP SCREED INSTALLED BAR o END OF 2" x PLATE PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR W D _ D . D GRADE 40 MIN. Fy= 40ksi a a cal Z #3 & #4 LAP SPLICE GRADE 60 MIN. F - 60ksi o- Cl) — Al -0 D FINISH GRADE oo 25" MIN. LAP [30" MIN. LAP] [ Y I a- I D — - T' 6 MIL VAPOR BARRIER 11 1 II ; 1= _ _ R 1 7/8 `n WI I mI I— _ #5 REINFORCING BAR " IW I I —I I �_ r #5 LAP SPLICE I I �=1 I WI I rT�l COMP. SOIL. (COMPACTED TO I I II I ° 36" MIN. LAP [36" MIN. LAP] 95% MODIFIED PROCTOR ASTM I 1= —T= I=11— I 10" D1557) 'ICI �I��I��r �I— 1�11� 4" 1'-4 #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS rF SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3l4"=1'-0" SCALE: N.T.S. SLAB INFORMATION. SCALE: 3/4"= V-0" P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB Ol CONT. BEAD SEALA- •: INTERIOR d `. d 4' 1111-1 • • :ONCRETE NAILS W 1 1/2 :MBEDMENT @ 12" O.C. iTAGGERED, FROM BOTTOM 'LATE TO CONCRETE MIN. SHEAR 180# MIN. -ENSION 120#) CONCRETE SLAB m 00— N ITI— r -I 1= M 6 MIL VAPOR = t� BARRIER —I S3 S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. INFO SEE PLAN FOR J4CONNECTION & LAYOUT DESIGN TOP OF BEAM SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL BEAM SIZE & CONNECTION INFO 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING co SCHEDULE cr j w SEE PLAN FOR STRUCTURAL g w COLUMN SIZE AND BASE o w CONNECTION INFO. 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" COLUMN TO PORCH SILL O.C. GARAGE ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN W/ DRYWALL SCREWS @ 8-O.C. ATTACHMENTS INSULATION PER CHART SQUARE CMU BLOCK BASE, ON FLOOR PLAN SIZE VARIES PER PLAN CONT. BEAD SEALANT - w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 cal SIZE AND REINFORCEMENT) WWF OR FIBERMESH ; BRICK PAVERS or SLAB PER t. - 0'-0" FIN. FLR.A COMMUNITY SPECS I I i i— — — — — = 411 4" INTERIOR WALL SLAB STEP NON-BRG.rK SCALE:3/4"=V-0" S3 �0�4��i��i��r 1 , •, �i�'i�ii��i ii �i p ri ri (2) #5 CONT. =I I ELI] ON 3" CHAIRS (TYP.) 8" 1,4• 1/2"(min.)- 4" CC S3 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'4" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 N WWF OR FIBERMESH C, E ° D. _ 811 TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=V-0" S3 1 1/2" RECESS FOR S.G.D.(U.N.O.) 6x6W1.4xW1.4 WWF OR FIBERMESH SEE A/S3/J/S6 FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. M SCALE:3/4"=V-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL CONT. FOOTING STEEL- Z N �Y 1 EXTEND FILL CELLS cE TO FOUNDATION PAD :� MAT REINFORCING. ' I M 00 _ — d d' a 3 = - I IA. e• II�II II w i n- I I z o `� _ -III=1 •Ix �• - (n FOOTING II I I— BEYOND PAD REINFORCEMENT �'-1 (SEE SCHEDULE) 3" MIN. CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N OCT� ALE: N.T.S. S3 Virtual Review Assist. Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 N N C1 -?` LO N J DOGO ` 1 w _ -i w 0 z /N > o o W ` -C 0 ^ U cM� d '�� -� in O M M M C: E 2 _: _0 0) 0 � 8 a Q .N u w p ° V a� C Q� L o E�? rn rz, WW U o_ vo WuIII ¢i W ¢qY0¢2�o�LLcoQ zWw o Q v 00>1 [tWgzoW00(nz ¢ 2 U' O (A O O Z ��a�zCn wozz'Low0 <¢Ow (,-wz� �Ow Ja oa IL �F F �W OQ o =O o¢<u ¢ ¢ U. f LL i O O Z W 0� > U) ') cM 0 c J LO LO M Of a Z V Z W wo J O mi CD d' Ia I ! ! C) o 0 0 CN 0 0 •- 0 0 N o�cr)N C) 40 o a I I 0 o r o 1! z O N,^o r C)N (� o C)I 4 1 I y♦ ' 00 Cr zZ v, U) ¢ z O w Zw 000_ 0) 0 0 pz5; 0 Z aofa Sri = m=w I- L n � I— N W zoT_ WHO . . Q 0 >_ T_ Z :5 W dZ 0� . 52 H2 _leQ 0CU 0a W x z z z z w W J o 0 LAST PLOT DATE Z 0 STRUCTURAL DETAILS - MONO (2) 2x6 OR (2) 2x8 TCP PLATE SEE PLAN 2x6 / 2x8 WALL BEYOND SEE PLAN FOR HEADER (2) 2x HEADER TO SIT CONNECTION i FLUSH TO THE OUTSIDE i SEE PLAN FOR SIZE 2x DEAD WOOD @ MID POINT w/ (3)12d TONEAILS SPACED V EVENLY HEADER FLUSH TO OUTSIDE OPTION "OUBLE 2x TOP PLATE 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1) 10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. S4 12 �TYp) SEE ELEV. I II SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD CRICKET AS REQUIRED II II SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING — ` ;;; - r_ FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10) 10d 4a NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/8"EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2X4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. /— SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ (3) 10d TOENAILS T&B AS REQ'D -2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3) 10d NAIL BLOCKING (TYP.) V--ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. MOUNTING BASE SHOWN IN POSITION -2x6 MOUNTING BASE 1/2" MINIMUM CEMENT FINISH STANDARD 3" DIA. TEE THREADED 3" DIA. EXTENSION SCREW OFF CAP (3" DIA.)- FOR CLEAN -OUT MIN. EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 2 1/4" VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS rI:7.1IiI WALL CLEAN -OUT rA SCALE: N.T.S. S4 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW B S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK WI (1) #5 FOR CONCRETE PLACEMENT ■■ *1 •• •- �� , . •- • ■7 ■■ llil �., !ill ■■i11 III■■ M1i11 ■■M lNEE �Iltl IIII� ■■III III■■ M1111 Il�I� ■■I�� II!■■ �1111 IRII� NOTES: 1O FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. (�3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. of INNEEMINNE111, = INEEN\\\\\\\\_ FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOC GARAGE DOOR ROLLER CONNECTION ASSEMBLY GARAGE FLOOR - TRAVEL DIRECTION OF GARAGE DOOR F MOUNTING BASE DETAIL SCALE: N.T.S. ° a � BOTTOM OF MOUNTING B POURED CONCRETE BASE FOR BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" INTERIOR WALL C EXTERIOR WALL 1ST COURSE 2ND COURSE 3RD COURSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT rD SCALE: N.T.S. S4 sA0/44!SDV041 2x CRIPPLES @ --� 16" O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1 /2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING -Ct VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P: J-BOLT TRACK BRACKET VVVI\ 11 \!\V I\ W/MOUNTING ANGLE 'OP 3 iARAGE 1OOR NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 1'-4' (1) (2) (1) (2) (1) LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER 1 (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE 2x STUDS TYP. 00 SIMPSON HTT4 TYP. Op OR U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. S4 SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD 12 TRUSSES @ 24" O/C (TYP.) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIE SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD \ �I \�J 1/2" EXTERIOR GRADE SHEATHING CRICKET AS FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS SIMPSON HETA20 w/ (8) 10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK AT EA. STUD MAIN SPAN MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90" HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL _ SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. r —� /8"A 0" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2. P SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL SCALE: N.T.S. - PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12) 16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 kSPLICE NAILS TOTAL) EA. SIDE OF %9. SPLICE STAGGERED N ATTACH ALL -' EXTERIOR STUDS W/ Y816d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. S4 F= 2240 LBS �7 SIMPSON C SIMPSON SP4 gP2 INTO 01 TRANSOM TRANSOM FRAMING FRAMING C P.T. SEE SECTION AA/S1 ATE AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 / NTELS d SIMPSON SIMPSON SP4 SP2 i NAILED INTO TRANSOM FRAMING SIMPSON Sp1 SIMPSON SIMPSON SP4 SP4 EBLOCKING USS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS EACH END w U ?n 2x TOP PLATE g`n 2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL j SCALE: N.T.S. S4 SIMPSON SP4 �2X TOP PLATE OVERLAPPING 10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX -2X P.T. PLATE 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) i (5645# SPF) i (6970# SPF) IS (9335# SPF) N. 8" PDXIED A.T.R. t&NUT 'OXIED A.T.R. I&NUT DXIED A.T.R. I&NUT ROOF TRUSS ABOVE 2X BLOCKING V ° 2X8 P.T. BOTTOM P TE G' 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 -(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 10d NAILS @ 6" O.C. STAGGERED A QTArr_F:1i TRANSOM FRAMING 0 o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD L: S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM a .Q 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY �R SCALE: N.T.S. 0 1 _2'8 Virtual Review Assist. Inc. Plans Review completed and approve for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 04 Ce%N J opy1� to 6 . ' . 00 is lM:R'• it l� id Z w O ❑ w ❑ z Q U) N LO E C) M N E to V D 0 - m °o E 9 O U "mQ s a� .� i E o) o O0D a)i a W (D W w W W J W Q 2 1.-O �Oj�JaOJQxaU_UO0, O Q Q V ��— 0<OO�z�u.Ozmoolaa OZOrcOOmZ U O Z OUx a cnWw V5 �a �¢�WO��v�Z�wpgU�¢ U LL aQ o 0 oaZU UL LL O O Z CV 0� ti CD O z C� O Q M LO 2 (/) LLz ti < W U� H- d cM 00 Z U Z W WO O Jii 1 1 r 1 1 ! O O O o 0 0 0 0 O rn O o C) 0 N o o Cl o i ! / YW W N CM 'i ' 00 � >_ z vCr J aZ C)w 0) -- 1 O W ❑00 U U U) 0 or, -0 Z aCEa r— < � X_Q Ln = WWI_ Ln 0 0 ~O N Zoe W N Q O Z (� <XX Z ` z 1..` ZQ F OU 0 a W Z z z z w w_j T � V / O 0 LAST PLOT DATE Z 0 STRUCTURAL DETAILS SIMPSON HGAMI( W/ (4)1/4"xl 1/2" SDS SCREWS TO BLOCKING & (i 1/4"X2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX g" SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ UNSUPPORTED, SCHEDULE FOR SHEATHING DETAIL-7 (2) 16d NAILS IF >9" SEE 10/S6 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL w/ (2) 16d NAILS —� 45°± 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S6 BACKNAIL w/ (2)16d NAILS 7777 SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45° ± SEE STRUCTURAL / NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT 1 @ 8 0 0/C. EXTEND AT LEAST 90% OF EACH JOINT W/ (3) "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT & (2)10d TOE NAILS @ @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3)10d & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. '� BLOCKING • 7/16" OSB SHEATHING END GYPSUM WALL BOARD ATTACHED W/ 10d GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED 10dX3" @ 3" O/C CORD ATTACHED W/ (2) 16d TOENAILS w/ 10d NAILS @ 6" O.C. THROUGH CHORD 2"X4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2"x6" P T PLATE OR TRUSS) SLOPE OF ADJACENT SCISS7 MAX. 9" UNSUPPORTED, IF >9" SEE 10/S6 DOUBLE TOP PLATE 2x4 CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT w/ (3)1 Od & (2)1 Od TOE NAILS @ EA. END 2x FRAME WALL (SEE WALL SECTION FOR SIZE & SPACING) 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD (2) 16d NAILS 2x4 "T' ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING FASTEN WITH 1 Odx3" @ 4" O/C SPACED WEEP SCREED 112" x 8" "J" BOLT @ 48" O.C. THE FIRST (4) ROWS OF TRUSSES 2X4'7 ON TOP OF PANEL @ 48" O.C. INSTALLED PER MANUF. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON META12 w/ (7) 10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS MOISTURE BARRIER 1Odx3" @ 4" O/C 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/i6"x2" PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" 1 GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 10d NAILS & (4)1/4"x21/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK S5 SCALE: N.T.S. 55 TITEN ON OUTSIDE 2X4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING -REFER TO DETAIL J N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR N X-BRACING, AND TOP r M M SEE STRUCTURAL CHORD BLOCKING N - NOTES AND NAILING INFORMATION oo SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 1 1 1/ (2) 16d NAILS WOOD TRUSSES 2"x4" CROSS BRACE APPROX. 8" FROM -2x4 RAT RUN BRACINGRIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT It BOTT. CHORD FOR 4 10d & (2) 10d TOE TRUSS SPANS Q NAILS @ EA. END ATTACHED W/ 2 -16d AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON W:RE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE (2)16d NAILS 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL FIRST (4) ROWS OF • • 0/C w/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP, TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2) 16d TOENAILS I I -ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL iml r,r.., /CDAhC AS SHOWNFOR 2DI V\ 2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) SECTION 3 SCALE: N.T.S. S5 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT w/ (3) 10d & (2)10d TOE NAILS @ EA. END 2X4 PANEL BLOCKING @ 48" O/C FOR THE FIRST (4) ROWS OF TRUSSES FROM EA. END TYP. TOP & BOTTOM ATTACHED W/ (2) 16d TOENAILS (2)16d NAILS MAX. 9" UNSUPPORTED, IF >9" SEE 10/S6 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 1Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD •2x4 "T' ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C SIMPSON HGA10KT w/ (4)1/4"xl 1/2" SDS SCREWS TO --- TRUSS & (4)1/4"0" SDS SCREWS TO PLATES AT 24" O.C. DBL. TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD STUD WALL (SEE TYP. SEC.) SECTION 4 SCALE: N.T.S. CJ'CJ MAX. 9" UNSUPPORTED, 8d @ 6"0/C IF >9" SEE 10/S6 r-WOOD TRUSSES "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS _1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. SIMPSON HGAMI OKTA w/ (4) E ES AND 12" O.C. FIELD 1/4"xl 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4)1/4"x2 3/4" 9�LSEE PLAN FOR TITEN TO CMU CONNECTION OF THE LAST vrrvnlvr\, Ivw \�' " �' '�-••' • ' --' -' / 2X4'7ON TOP OF PANEL—/ BLOCKING, FASTEN WITH 2X4 BLOCKING W/ EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 1Odx3" @ 4" O/C (2)12d TOENAILS NON - LOAD BEARING LOCATIONr1DB.OU C., SAMEON NUMBEROF ROWS, SAME SPACING) LS. (ONE;NTO EACH OUTSIDE FACE OF ) SECTION Illg SEE TYP. WALL SECTION FOR SCALE: 3/4"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. 55 1INIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) TOENAIL i (2) 16d NA (2)16d PER JOINT .,.,......�.,..., . , ......,.,.....,.., ..,..... 2'W" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 GABLE END BRACING DETAIL 12" ,SH SCHEDULE ,TTACHMENT r SYP BLK'G @ 16" O.C. I x 0.131" AILS EA. SIDE . 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES \-- MINIMUM (2) 16d PER JOINT MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S 6" OVERLAP M S5 "L" BRACE W/ 1 Od @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) a a 2 x 4 BLOCKING w/ (2) 1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) w BRACING w/ (3) 10d x 3" AT • EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-O" T-O" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"W' #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA1 OKT w/ (4)1/4"0 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3"SDS SCREWS TO PLATES (TYP.) \—STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION TRUSS SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 11'-0" MAX. wo E U a = 9�'f CORNERJACK U a " w z cr 0 U HIP FRAMING REFERENCE PLAN 2x4 BLOCKING 2x4'T' BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0.0 TYPICAL GABLE TRUSS WEB -� SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE r7 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX X' BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. I�RI� I■�I FIEF11111111111151111111111111111 NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED ZBOTTOM CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN I 1 AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. OCT 2 8 2022 Virtual Review Assist, Inc. Plans Review completed and app ved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 stir N N O J Do", LO t``6 • 00 "S0, Q �. I z w 0 w 0 z E > Or, o MN A� E i t a C W : O E o �.cUag0)< 'N V w Q� T- Qi L 0EM m C ^ C3 a LLI W w w� w _3 UJ 0 I- 7Q a Yz, Q W xn� Jcno: ww U-0D,0 Jo 0 0 DCn0,9oZoERo0mazaa cnWa>inww,cnxQfQOaf_j aO LL Z -, <0LU �zwZ0W0"M ow �F-� FLU a DQ o 0 oQz LL Qw O Z 04 OW 4 (n O �F-O HM �(� LO W ILL. � U) Lc, �.CM 00 ZUt<— W W J� O Mj 0 000 N N N N O N O Q. CDO INN N I-� M M z 0 IN0 w 0 0 e- N cn v I I I cor� >_ ZZ J J Z w O 0) ♦--� 0 W V W O 0 UVFn DZj 0W� '0 Z aYll 11� = m=it W In- N O zoo ■ ■ W QH� N a 0 Z AWE az Z � OU 0a. m o: z Z z w Uj J ~ V / N 0 LAST PLOT DATE z6-0 0 STRUCTURAL DETAILS 12 I INSULATION — BAFFLE INSULATION PER — CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE .(2) LAYER TYPE 1(#15) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. PRE ENGINEERED WOOD TRUSS @ 24" HURRICANE ANCHOR @ EACH TRUSS O.C. MAX. SHINGLE ROOF —SHINGLE ROOF 15/32" CDX PLYWOOD OR 7/16" O.S.B. (SEE ROOF NAILING SCHEDULE ON SHT SN1) ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE SOFFIT SHEET ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1X2 NAILER J ~ PLYWOOD SHEATHING J 2X BLOCKING @ EA. WALL SHEATHING JOINT NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 16" O.C. 2X S.P.F. STUDS W/ (4)16d TOENAILS TO TOP PLATE w o w 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 2x BOT. PLATE W/ (2) 10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d COMMON @ 6" O/C EDGES AND 12" O.C. FIELD METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD _j w LAYER 1/8"THICK. u_ = INSULATION PER 1/2" GYP. WB OR 318" PLYWOOD/ TYPE 2-M-W OSB I CHART ON FLOOR PLAN (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 51000 B R SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEAL SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD F 2nd FLOOR W, BEAM/GIRDER FEND SHEATHING TO )F BEAM OR GIRDER ATE W/ O.C. )OR TRUSS/JOIST 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8) 1 Od x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL— ---t BAND JOIST *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1 st FLOOR WALL SIMPSON LSTA24 STRAP w/ (8) 1 Od x 1 1/2" NAILS TO STUD & (8) 10d x 1 1/2" TO BAND JOIST AT EA. STUD 2"x BOT. PLATE W/ (2)1 Od @ 6" O.C. NOTES: ' USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. 2ND FLOOR FRAME CONNECTION @ WOOD 1 ST FLR. SCALE: N.T.S. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SPACER BLOCKS "T" CORNER TYPICAL "T" AND CORNER DETAILS N SCALE: N.T.S. S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS SEE FRAMING WEEP SCREED PLAN INSTALLED PER MANUF. 2"x4"CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)10dx1 1/2" O/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)1Odx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2" 4" BLOCKING IN KO BLOCK x SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=1'-0" S6 SEE TYP- 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1"' 2"x BOT. PLATE (2) 1 Od @ 6" OX PRE-ENGINEE FLOOR TRUS: ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. SIMPSON HETA20 w/ (8) 1Odx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK FLOOR CONNECTION @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" FOR ADDITIONAL INFORMATION. PROVIDE CONTINUOUS BLOCKING FROM B.U.C. TO MASONRY BELOW (6)1/4" x 21/4" TITEN SCREWS TO MANSONRY I� WALL PER STRAP \ WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE J/S6 FOR ADDITIONAL INFORMATION TR B.U.C. (8) 10d NAILS TO STUD PER STRAP SIMPSON MSTAM36 MASONRY WALL SCALE: N.T.S. RIBBONS DETAIL FLOOR TRUSS)0 SCALE: 1 1/2"=V-0" S6 NOTE: SEE TYPICAL WALL SECTION C/S3 FOR ADDITIONAL INFORMATION (1) ROW OF 2x BLOCKING @ MID HGT. FOR WALL HGT. 5 8'-6". (2) ROWS OF 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6- SIMPSON SP1 w/ (10)10d NAILS AT EA. STUD 2 x STUDS @ 16" O.C. 2X P.T. PLATE SEE SHEATHING SPECS ON FLOOR 1/2" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA.X 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH d,- •An. .A°, a _° °. d zo :• 4 •' ... ` —III i. '. ' I —Ili I (3 I I i I I I I I I I II I) #5 CONT. ON 3" T78:-�-JCLEARANCE 8" 1'-8" CHAIRW/3"MIN. INTERIOR 2-STORY FRAME SECTION rS SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0' S6 ADDITIONAL SLAB INFORMATION. fr w 0 4b 15132" OSB EXPOSUREI SHEATHINGtIR x ME PROVIDE BLOCKING AS REQUIRED PEf SECTION X-X w NOT FULL HEIGHT SHEE F- z FLOOR SYST M i f(2)- 2x TOP PLATE BEYOND I 15/32" OSB 4.10 EXPOSUREI F F SHEATHING w s SOLID 2x C BLOCKING @ ALL o C SHEATHING N EDGES (SEE OPENING SECTION X-X aW C x Frw x E r 2x STUDS w BEYOND. SEE PLAN 0 O W 11'1_2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM IAIAi I ri rA1AT1n•1 nIAnnAAA ZL " S. = NA SPACIN, 3/4" 1/2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 20 #2 SPF TURNED VERTICAL w/ 7/16" FLITCH PLATE TO w/ (2)12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING SECTION X-X T�7 sFF ��w N 2x CRIPPLES @ — 16" O.C. W/ (2) 12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x — CRIPPLE STUD TYPICAL (U.N.O.) 4FN�AR��R WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM K" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END w JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THANK". z _ QA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL LL 1:© NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. O OD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. a) O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. -,0 w/ 8d COMMON NAIL w LL � O O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER rr rO 00 w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. t� F LL r @(2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL — N w O LL MEMBER IF GABLE END y LL NOTE: WALL SHEATHING INSTALL. C . S6 & NAILING SCHED. REVISION 12-7-2020 . 1< / 1 S4 BOX HEADER ONLY SEE PLAN FOR REQUIRED—` CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL • 8d NAILS FOR WALL SHEATHING MUST BE MIN .131 X 21/2 DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN • INTERIOR HEADER: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 1 Od x 1 1/2" EACH SIDE 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / m HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 1'4' (1) (2) (1) (2) (1) LSTA30 4'-9' (2) 3 (2) (2) (1) LSTA30 9'-16' (3) (3) (2) 1 (3) 1 (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING (2) ROWS OF 2x BLOCKING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO AT THIRD POINTS 2X STUDS @ 16" O/C 5/8"DIA. x 10" "J" BOLT W/ 8" 7/8" STUCCO FINISH PER ASTM C. 926 EMBEDMENT @ 24" O.C. W/ 2"DIA. APPLY 3 LAYERS W/ TOTAL THICKNESS x 3/16" PLATE WASHER (MIN. 7/8" OVER METAL LATH. FIRST 2 LAYERS SHEAR 3500#. MIN. TYPICAL 3/8" THICK EACH. 3RD LAYER 1/8" THICK. TENSION 2600#.) SIMPSON SP1 w/ (10) 10d NAILS 2500 PSI CONCRETE MIN. AT EA. STUD SLAB W/ 6x6 W1.4xW1.4 2X P.T. PLATE WWF OR FIBERMESH WEEP SCREED INSTALLED PER. MANUF. T .. •. .d • .. A 4• -I I I_I I I_I I I_I I •. • FINISH GRADE III=III=III— I I d: , :: •� I � I —I' o z �r -1 I I —III —III •; III —III_ T III —III I I a I I; I Virtual Review Assist, Inc. i=III _ • — Plans Review completed and approve III for compliance with the 1020 FBC 7th Edition (3) # 5 REBAR ON 3" CHAIR 4" 1'-8" by Debra Anne Klahr PX2300 W/3" MIN. CLEARANCE ALTERNATE FOOTING ry @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" SG ADDITIONAL INFORMATION. �7C7 j' N N O O F c� i J �•� • • aW Qai t o co � z • r;� it ¢ •C�a;Y LLI "1 NWN 0 Z i E L 0 W 'i u MN d 45 CV) 0 V -0 0M r8 p 0 �• O g N ¢ "tom V LU Q� a) I` oEcc,", 5 V a _0 I-- _j w UJI Ik �W W2zWW � UI WOM¢�WCOE600 �0 U1 0 H 0 C71cn0 OZOw00mZU0 LU w (n O Z -��a�ZwozZU_ �¢�¢Ow �_Wz� UHF BYO Oa Q ¢ LL_ Ow 0W o o¢z U_¢ O �¢U_ >E O 04 Z W O� 5; (1) O wCc f�00 J 2 U) lC) _V) Z V W W W 0 J CD JCD I � O N N O t- o000 N r- c_M o M a W o 0) o o i i i , ' z O Nw � CD C� a co♦/� ZZ ♦,/J Qz W O 4-1 W Woo ---+ O WU U rn 0 O�a Z ax11 W W co = LU N O zzo= ■ W <I- g2� N 0 z0fo >_ a Z U a. z �z j0J O � F. MMW z S6 Z Z W W N 0 LAST PLOT DATE . . Z 0 STRUCTURAL DETAILS - MONO DOORJAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER TO PRODUCT 1x4 1/2" DRYWALL TO PRODUCT P.T. TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 1 X 4 3-1/4" LONG X 3/16"0 1 x4 P.T. FURRING 3/16"O X 3" LONG TAPCONS FURRING 2 ROWS 3/16" x 3-1l2" FURRING TAPCON. INTO STAGGERED @ 16" TAPCON @ 16" O.C. & 4" 2X8 BLOCK@ SPACING „ 1 DETAIL O.C. 2-ROWS INTO 1x8 P.T. FROM EACH END w/ MIN. 2" EDGE DIST. ATTACH 1X8 PER MANUFACTURE MASONRY THROUGH 1-1 /211 DETAIL 1x8 w/ (2) ROWS 8d NAILS �� 3 DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3/16" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" x 3-1/2" TAPCON @ 16" O.C. & 4" FROM EACH 1x4 TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. FURRING 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2x DETAIL. 2 1/4" DETAIL STAGGERED@12"o.c. 3-1/4" DETAIL BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC "SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 3 1/4" TAPCON ( 1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45^ DIAGONAL (4) 10d NAILS INTO BRACE(S) 2 x 8 BRACE/ BLKG. 7/16" OSB O.S.B. FOR BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN SCRIBE (NOTCH) _ POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4) 1 Od NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHO 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU —� 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL ri SCALE: N.T.S. SS BLOCK HEADER 1 X 4 FURRING 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE BT VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" 2 x 8 VERT. BRACE(S) BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW, SCREW—� ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAXIr 2'-0" IISOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 BUCK - CONNECT TO BLOCK — WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. 1/4" MAX EMBEDMENT INTO SOLID BLKG. AT TOP BTWN. ARCH r BLKG. & BUCK 191 2 x 8 VERT. W/ (2) 10d NAILS AT EA. END LEAVE A CUTOUT IN O.S.B. ON T INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 7/16" OSB ARCH PANEL 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL THRU OSB INTO 2 x 8 B_B ARCH DETAIL rK SCALE: N.T.S. SS f SECTION A -A 8„ 1/4" x 3 1/4" TAPCONS —LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED �2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. SECTION B-B 2'-0„ 8„ EQUAL PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC 4' MAX. RAD. PROPER INSTALLATION MAX. FILL SOLID BOTH CELLS #5 REB4 (TYP,) STD. 90' HOOK (1 MU +5A NOTCH WEB AT FIRST 2 COURSI ;HF'Hl:l I Y = tSUb ii ruti 1 J I KAF =1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4) 1/4"x1 1/2" SDS SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4'/2' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE ALL (5) 12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: ;;;:; }'- ' SEALANT PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. PRESS PANEL REINFORCING INTO PLACE. :Y':;',: ".`'`:':';.;:`.•... 6„ MIN. LAP SPLICE W/ " COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL ' :...j; `'; , -' 'r ";,';.::' \ REINFORCING PANEL SMOOTH. DO NO FURROW. ' x F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. ``j' ` ' ;" T ,.:.,� � 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: REMAIN FREE OF MORTAR. SEE GLASS BLOCK INSTALLATION NOTES. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. FILLED CELL PER FOUNDATION PLAN A YP.) rHE :S I IAIA/%nCr3TADI C IAIC-rAI I -rIIIAI FILLED CELL INSTALLATION H SCALE: N.T.S. SS _ CE ARCH FLAN AND Pi F,Fr NOF- HF� 1:'., '.SUB FA_G'IA _-- _ ALUM DRIP EDGE F. ERC, WALL TYPE —J � - ALUM FASCIA F#-r:I-'I AN I %,r 1.114 TrIM PAINTED I � a'+� S S NAIL wi a+IS'' HEAD 'HAI'JF_ "��- _ ENED PEFi I �'��� I,IA qdt C7 NOTE 2 BELOWJ L CANT VENTED OR SOLID SOFFIT CONT 2x4 NAILED TO 2x BLOCKING NAILED TO TOP BLOCKING wl 2-12d NAILS (") CHORD EVERY OTHER TRUSS wl3-1'2d NAILS. Tl'P. I"1 NIATERIAL SPAN CAPACITIES BASCD UN THE DE51GN HRESSUkES SPEGIE)EL) FOH GOMPUNENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET 5N. F1 +1-; ;mac 11-'-I1 ATTA(:H',I-NT Al V"rAI I. i' ✓-FH Al PHA At I NI IN(,' FI 4 lf-144 P5 FI_ :I Ch1U 7 ml T NAIL .097_11A )'2 - 4" Q.C. vi5''6" PIN EMBEDMENT Ito r-,A ?rJ"xI-'J"' C'7 '.%N c:TAF'LFS;,ii 2.1" NIA.k. Cl C:. IN DIA10C)ND ATTCRN FAL,I:JA A;.; I 6A. 344 I4I:kt_.ta'WN STAPLE (a) EACH l3RQiC)VE F01 STRUCTURAL SOFFITFITSVYITH S7,4NS I■� r tl'.L,!. :'(i: 1 1' 4 . IN�;1 Al I 1`01D 4-'AN HI i.1K KING Pt-k ]HE .0FFI1 Ft PA !NSIALI AT10N CRITERIA 'REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* i JACK TRUSS PROVIDED BY X 0 TRUSS COMPANY OR 2x4 / V"// #2 SYP @ 24" O.C. + 00, + + 4'-0" MAX SEE PLAN + + + + 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" " DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. �— (2)10d NAILS @ 8" O.C. TO TRUSS TOP CHORD arN ---PLYWOOD SHEATHING 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH + + IF TRUSSES USED) W/ (2) #6 X 4'/2' WOOD + + BLOCKING AS SCREWS @ 16" O.C. MAX. OR IF MASONRY + REQUIRED WALL USE (2) 1/4" X 31/2" TAPCONS AT 16" TO SUPPORT O.C. TRUSS + SOFFIT SECTION @ ENTRY L 2X4 SYP . a + SCALE: 3/4" = V-0" EACH TRUSS SS CONNECTOR SEE LINTEL SCHED. (1) #5 BARS CONT. TOP WITH MIN, 3" COVER GRADE Cl) Z 6-0" MASONRY WALL. SEE PLA 4 FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER WHERE THIS CONDITION OCCURS I� F.F. (2) #5 REBAR. MIN. 3" COVER EA. WAY SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = V-0" PRECAST LINTEL SEE ELEVATION 2X2 #2 P.T. MIN. FOR OVER HANG W/J-CHANNEL SECURED (MAX. 4'-0") @24" O.C. FASTENED TO CMU W/ 3" LONG T-NAILS @ 24" O.C. SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS SIMPSON HTT4 w/ (18) 10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MI% MSTAM STRAP SrAI F• 1/d cGG cuGGT r» amn Ir z 0 U) W 0 W U D U 2"x BOT. PLATE W/ (2)1 Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE WI 8d @ 4" 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL 1Od @ TOP & BTTM CHORD, AND (8) FACE NAILS 1 Od @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL r .. SIMPSON HGAMIOKTA @ 12" O.C. FTw/ (4)1/41 1/2" SDS SCREWS INTO BAND JOIST & (4)1/4"x2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO FILL 1st4 COURSES SOLID W/GROUT 4 FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. • ' .•'' OVERHAN RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1'-0" 5'-0" NISH ° i.ap Y A D #5 BAR D p' D , CENTERED W/ g 9 H IN TOP o ° D d KNOCKOUT/ N ° CHAIR BLOCK MONO FOOTING I —I SIZE AND REINF. PER PLAN 71 I —I AND SECTION DETAILS -I CLEAN FILL I ° DIRT z STANDARD 4 0 901 HOOK N #5 BAR IN FILLED CELL V sA� t ,V'A V r A A A `- STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY EXISTING FOOTING RETROFIT FILLED CELL DETAIL (2) #5x6' IN CONC. FILLED CELL 4" SAW CUT A SECTION III1 SCALE: N.T.S. SCALE: N.T.S. OCT 2 a 2�22 Virtual Review Assist, Inc. Plans Review completed and appr d for comphiawith Annethe Klaho PX23p0 Edition Y Debra �. qq�04 - ks J GLO LO J�Jg,NJ . �:'.Z 00 Ln 9 Q W ,,. o W 0 z Q N n > 0 0 ^ W L. C `O `) U � Mq to rr ,,• m {Y 0 2 p jrnl.. VJ O U- 8 N Q mod° —t N V LU Q_:; a)L 0 �M 0) 70 v r, a 1II� W UI W oLL! cn W OE 1--< X ��~zo Iy0M_j<03WWU_00LL IX Q Q U <�o zw� 02�00l-aa JO F- (1) (L���zoZCoZ�000mwZu�oaYozz � ¢- ZgaoQ ��n QQ°QWo a LL O Z N OLIJ Q F_ CV) O Q � c?) 2 U) Ln F-Of01-M 00 Z CU LU W J 0 d' I I I I 41 1' I I 1 I I C)O O O 0 0 0 0 N M M o a o I I! O NW_ o 0 0 o I I I Lo N I zZ Qz C)W 4-0L11 O 000 U U U F- :)z5; owo Z W-< L = m=w ~� N Zoe E­ � . . N 0 Zoo Z V azix U_ Z OU o � of z Z z w W CD fl- 0 C) LAST PLOT DATE � ■ ■ z O STRUCTURAL --- DETAILS - RETRO FIT SCALE: NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2X4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS \ �9 3/4" RISER CUT TO FIT 2X4 SYP BLOCKING MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 BOTTOM, GLUED AND 1/2" NAILS) NAILED TO STRINGER 2x12 TREAD GLUED AND NAILED 2X4 PT NOTCHED INTO STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLUE NOT TOUCH STRINGERS STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS x4 GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING H SECTION VIEW SCALE:" = 1'-0" MALL OAK 3YP CUT TO FIT %RS IN WALL ---2x12 SYP BEARS IN WALL SYP 2x4 PT NOTCHED INTO STRINGER - AND NAILED TO FLOOR WITH GLUE AT STRINGER CONTACT POINTS f I E W "A" SCALE: 1" = V-0" E I PT NOTCHED INTO STRINGER D NAILED TO FLOOR WITH GLU STRINGER CONTACT POINTS SECTION VIEW "D" FILLER STRIPS ADDED GLUED $ SCREWED TO PLYWOOD DECKING SCALE: 1" = 1'-0" PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL 2x12 SYP IT BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = V-0" SECTION D-D SCALE: 1" = V-0" 3/4 PLYWOOD ON DECK —2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND NAILED 2X4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE -AT STRINGER CONTACT POINTS �7 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS GLUED AND NAILED TO STRINGER R DRYWALL SPACING �9 ALIGN THIS STUD WITH FACE OF 2ND RISER 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "B" SCALE: 1" = V-0" THIS STUD WITH FACE OF 2nd RISER 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 W/ (14) 10d x 1 1/2" NAI LS) SECTION VIEW "E" E SECTION VIEW SCALE: " = 1'-0" •3/4 PLYA ON DECH ­2x8 SYI AND W FRAMIP 2x4 DRAF' STOP 2x4 BLOCK C SCALE: 1" = 1'-0" 3/4" RISER CUT TO FIT MAINTAIN BETWEEN AND J" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR •1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD STOP •2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS BLOCKING FOR 2x12 PT UNDER 2x12 ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ 4" X 2 a' TAPCONS @ MAX. 32" O.C. G.1 TOP OF STRINGER -1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP -2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 2x4 BLOCKING FOR 2x12 SIMPSON A35 - 2x4 PT UNDER 2x12 OR LSC EACH STRINGER — 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER_-/� [STRINGER SIDE) TO BOTTOM EDGE OF 2x12 STRINGER / PROVIDE MOISTURE PROTECTION ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ a' X 2 4" TAPCONS @ MAX. 32" O.C. —1x4 GLUED AND NAILED TO STRINGER SECTION VIEW "C" FLOOR TRUSS OR GIRDER, FIELD VERIFY �(2) LAYER 4" EDGE GOLD OPTION: 2X4 CUT ON OSB OR PLYWOOD BEVEL GLUED AND OR 1 4"X16" LVL NAILED TO SUPPORT ATTACHED W/ 12d NAILS W/ SIMPSON H3 @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" CONN. TO BOTTOM OF NEWEL POST PER CONTRACTOR F-1 PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. NEWEL POST LET INTO THE BLOCK PROVIDE BLOCKING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) TRUSSES NEWEL POST BLOCKING 0 1 /'--U M UUIVO I MUla I IUIN UC I /-%I LO (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = V-0" JOINT -TO )ISTS) NAILED AND TOP PLATE NTO RIM BAND, W NAILED TO WALL BELOW JOINT TO )ISTS) u PSON 10d x ECTION VIEW "H" SCALE: 1" = V-0" Virtual Review Assist, nc.� Plans Review completed and appr for compliance with the 2020 FBC 7th by Debra Anne Klahr PX2300 28 2022 yyy 'sue` S r7 W 0 . R p..,;�,4.,v�. N Q ° .. °eLO �4nGW J CC%✓..9 V �S tl }` r O O 771 y° .`, Itiy( Q 4. 1 W O 0 W 0 Z Q nN W > O r, o W L -O r? U j:) M'v v v) C'S 5 N U O a s A' E '� = o V/ � O 8 O ML S R ¢ V) U Uj 2" �� c W 0 E ri L 70 a v J W'OM¢;¢ W W W Q QW M� �O WUOO ��OaH:)°�W'ao U Q 3. ¢000m0z U' O O U) Z JUa.0z 3 zu-ow0Wa jF- LLJF_w_z-�U a LL OW �F �Wo O a O � O a ¢ ¢ 0 04 zW O� C J n- I..: cM Q U) coLO O 2 ( 1%- "I�-ofdd.M Of 2 r- Z U Wz� W o J C) mi I I ! I i 0 0 0 0� 0 0 N 0 0 (IN� � N �j N M o a 0 0 � o Z O N `U w o a o C) ' Cr CO }H ZZ _ C)QW W Z zz 000 -f-� O U VU� Ln —0 O Z)Zj 0 orofa Q �'� Z d W�Q ^ Y^, T y W W F- L / 0 m N zoF- O TZ . . N Q U ZWO �Zw Z U_ Z Q F- OU _p z of Q Z Z W WST J O > (=) LAST PLOT DATE Z -6-0 O 1 STAIR DETAILS ENGINEERING SPECIFICATIONS PRODUCT DESCRIPTION HIGH STRENGTH PRECAST CONCRETE LINTELS DESIGNED TO BE UNFILLED OR FILLED TO FORM A COMPOSITE REINFORCED BEAM USING CONCRETE MASONRY UNITS. MATERIALS • F'C 8" PRECAST LINTELS = 3500 PSI • F'C 8" PRESTRESSED, 6" AND 12" PRECAST LINTELS = 6000 PSI • F'C 4" PRECAST LINTELS = 3000 PSI • GROUT PER ASTM C476 F'G = 3000 PSI W/ MAXIMUM 3/8 INCH AGGREGATE AND 8 TO 11 INCH SLUMP. GENERAL NOTES 1. PROVIDE FULL MORTAR HEAD AND BED JOINTS. 2. SHORE FILLED LINTELS AS REQUIRED. 3. INSTALLATION OF LINTEL MUST COMPLY WITH ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS. 4. U-LINTELS ARE MANUFACTURED WITH 5-1/2 INCH LONG NOTCHES AT ENDS TO ACCOMMODATE VERTICAL CELL REINFORCING AND GROUTING. 5. ALL LINTELS MEET OR EXCEED U360 VERTICAL DEFLECTION, EXCEPT LINTELS 17'-4" AND LONGER WITH A NOMINAL HEIGHT OF 8" MEET OR EXCEED U180. 6. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT THE BOTTOM OF LINTEL CAVITY. 7. 7/32 INCH DIAMETER WIRE STIRRUPS ARE WELDED TO THE BOTTOM STEEL FOR MECHANICAL ANCHORAGE. SAFE LOAD TABLE NOTES 1. ALL VALUES BASED ON MINIMUM 4 INCH NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST BE REDUCED BY 20 % IF BEARING LENGTH IS LESS THAN 6-1/2 INCHES. 2. N.R. = NOT RATED. 3. SAFE LOADS ARE SUPERIMPOSED ALLOWABLE LOAD. 4. SAFE LOADS BASED ON GRADE 40 OR GRADE 60 FIELD REBAR. 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDITIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. SEE REINFORCED CMU ON PAGE 4. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D-AWAY FROM THE FACE OF SUPPORT. • CONCRETE MASONRY UNITS (CMU) PER ASTM C90 WITH MINIMUM NET AREA COMPRESSIVE STRENGTH = 1900 PSI • REBAR PER ASTM A615 GRADE 60 • PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION • 7/32 INCH WIRE PER ASTM A510 • MORTAR PER ASTM C270 TYPE M OR S 8. CAST -IN -PLACE CONCRETE MAY BE PROVIDED IN COMPOSITE LINTEL IN LIEU OF CONCRETE MASONRY UNITS. 9. SAFE LOAD RATINGS BASED ON RATIONAL DESIGN ANALYSIS PER ACI 318 AND ACI 530 10. PRODUCT APPROVALS: MIAMI DADE COUNTY, FLORIDA NOS. 03-0605.05 AND 03-0605.04 11. THE EXTERIOR SURFACE OF LINTELS INSTALLED IN EXTERIOR CONCRETE MASONRY WALLS SHALL HAVE A COATING OF STUCCO APPLIED IN ACCORDANCE WITH ASTM C926 OR OTHER APPROVED COATING. 12. LINTELS LOADED SIMULTANEOUSLY WITH VERTICAL (GRAVITY OR UPLIFT) AND HORIZONTAL (LATERAL) LOADS SHOULD BE CHECKED FOR THE COMBINED LOADING WITH THE FOLLOWING EQUATION: APPLIED VERTICAL LOAD + APPLIED HORIZONTAL LOAD < 1.0 SAFE VERTICAL LOAD SAFE HORIZONTAL LOAD 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HEIGHT. 9. FOR LINTEL LENGTHS NOT SHOWN, USE SAFE LOAD FROM NEXT LONGEST LENGTH. 10. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. 11. ALL SAFE LOADS BASED ON SIMPLY SUPPORTED SPAN. 12. THE NUMBER IN THE PARENTHESIS INDICATES THE PERCENT REDUCTION FOR GRADE 40 FIELD ADDED REBAR, EXAMPLE: 7'-6" LINTEL TYPE 8F32-1 B SAFE GRAVITY LOAD = 6472 (15) W/ 15% REDUCTION => 6472 (.85) = 5501 PLF SAFE LOAD TABLES For Gravity, Uplift &Lateral Loads SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS CAST-CR�7r SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 BF8.OB 81712-0B 8F16-0B BF20-0B BF24-0B 8F28-0B 8F32-OB 8F8.1B 8F12-1B 8F16-1B 8F20.1B 8F24.1B 084 8F32-1B 2'-10" (34") PRECAST 2231 3069 4605 6113 7547 8974 10394 11809 3069 4605 6113 7547 8974 10394 11809 3'-6" (42") PRECAST 2231 3069 3719 5163 6607 8054 9502 10951 3069 1 4605 6113 1 7547 8974 10394 11809 4'-0" (48") PRECAST 1966 2661 2751 3820 4890 5961 7034 8107 2693 4605 6113 7547 8974 10394 11809 4'-6" (54") PRECAST 1599 1969 2110 2931 3753 4576 5400 6224 2189 4375 6113 7547 8672 10294 11809 6-4" (64") PRECAST 1217 1349 1438 1999 2560 3123 3686 4249 1663 3090 5365 7547 36 7342 19 8733 19 10127 19 5'-10" (70") PRECAST 1062 1105 1173 1631 2090 2549 3009 3470 1451 2622 4360 7168 45 6036 19 7181 19 8328 20 6'-6" (78") PRECAST 908 1238 2177 3480 3031 3707 4383 5061 1238 2177 3480 1 5381 8360 10394 37 8825 14 7'-6" (90") PRECAST 743 1011 1729 2632 2205 2698 3191 3685 1011 1729 2661 3898 5E81 8467 44 6472 15 9'-4" (112") PRECAST 554 699 1160 1625 2564 3486 2818 3302 752 1245 1843 2564 3486 4705 37 6390 47 10'-6" (126") PRECAST 475 535 890 1247 2093 2777 2163 2536 643 1052 1533 1 2093 2781 3643 38 4754 45 11'4" (136") PRECAST 362 582 945 1366 1846 2423 b027 4006 582 945 1366 1846 2423 3127 4006 12'-0" (144") PRECAST 337 540 873 1254 1684 2193 2805 3552 540 873 1254 1684 2193 2805 3552 13' 4" (160") PRECAST 296 471 755 1075 1428 1838 2316 2883 471 755 1075 1 1428 1838 2316 2883 14'-0" (168") PRECAST 279 424 706 1002 1326 1697 2127 2630 442 706 1002 1326 1697 2127 2630 14'-8" (176") PRESTRESSED N.R. NR NR NR NR NR NR NR458 783 1370 1902 2245 2517 2712 16-4- (184") PRESTRESSED N.R. NR NR NR NR NR NR NR 412 710 1250 1 1733 2058 2320 2513 17'-4"NR (208") PRESTRESSED N.R. NR NR NR NR NR NR" 300 548 950 1326 1609 1849 2047 19'-4" (232") PRESTRESSED N.R. NR NR NR NR NR NR NR 235 420 750 1037 1282 1515 1716 21'-4" (256") PRESTRESSED N R NR NR NR NR NR NR NR 180 340 598 845 1114 1359 1468 22'-0" (264") PRESTRESSED N.R. NR NR NR NR NR NR NR 165 315 550 784 1047 1285 1399 24'-0" (288") PRESTRESSED N.R. NR NR NR NR NR NR NR 129 250 450 654 884 1092 1222 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE GRAVITY LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS C^W-CRrn SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RU6 8RF6-OB 8RF10-OB 8RF14-0B 8RF18-0B 8RF22-0B 8RF26-0B 8RF30-08 8RF6-1B 8RF10-1B 8RF14-1B 8RF18-1B 8RF22-1B 8RF26.1B 8RF30.1B 4' 4" (52") PRECAST 1635 1749 3355 3280 4349 5421 6493 7567 1891 3699 5206 6639 8060 9479 10893 4'-6" (54") PRECAST 1494 1596 3063 2992 3968 4946 5924 6904 1756 3699 5206 1 6639 8060 1 9479 10893 5'-8" (68") PRECAST 866 920 1770 1716 2277 2839 3402 3966 1167 2481 4567 6389 8060 34 791719 931119 5'-10" (70") PRECAST 810 859 1653 1600 2124 2649 3174 3700 1113 2342 4242 6639 10 8060 39 7402 19 8706 19 6'-8" (80") PRECAST 797 901 1825 3120 5048 7747 9448 7360 901 1825 3120 1 5048 7915 1 9479 10893 32 T-6" (90") PRECAST 669 755 1490 2459 3776 5743 1 7239 5623 755 1490 2459 3776 5743 1 8998 19 9'-8" (116") PRECAST 411 466 999 1568 2253 3129 4091 A589147 526 999 1568 2253 3129 4150 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO.4 SAFE LATERAL LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS C�� SAFELOAD PLF TYPE LENGTH 8U8 8F8 REINF. CMU* 2'-10" (34") PRECAST 1293 1642 2135 3'-6" (42") PRECAST 1025 1024 1830 4'-0" (48") PRECAST 765 763 1365 4'-6" (54") PRECAST 592 591 1057 64" (64") PRECAST 411 411 734 5-10" (70") PRECAST 340 339 607 6'-6" (78") PRECAST 507 721 483 7'-6" (90") PRECAST 424 534 357 9'-4" (112") PRECAST 326 512 227 10'-6" (126") PRECAST 284 401 178 11'4" (136") PRECAST 260 452 152 (144") PRECAST 244 402 135 13'-4" (160") PRECAST 217 324 109 14'-0" (168") PRECAST 205 293 98 14'-8" (176") PRESTRESSED N.R. 284 89 15'-4" (184") PRESTRESSED N.R. 259 82 17'-4" (208") PRESTRESSED N.R. 194 63 19'-4" (232") PRESTRESSED N.R. 148 51 21'-4" (256") PRESTRESSED N.R. 125 42 22'-0" (264") PRESTRESSED N.R. 116 39 24'-0" (288") PRESTRESSED N.R. 91 33 * SEE NOTE 18 SAFE LATERAL LOADS FOR R" PRFCAST w/ 2" RFCFSS DOOR U-LINTELS C�-C� SAFE LOAD PLF LENGTH TYPE 8RU6 8RF6 CMU* 4'-4" (52") PRECAST 758 757 1365 4'-6" (54") PRECAST 694 693 1249 5'-8" (68") PRECAST 408 407 734 5'-10" (70") PRECAST 382 381 687 6'-8" (80") PRECAST 595 788 510 7'-6" (90") PRECAST 509 674 393 9'-8" (116") PRECAST 370 490 227 * SEE NOTE 18 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 4^W-4I""1r SAFE LOAD - POUNDS PER LINEAR FOOT NpE LENGTH 8F8.1T 8F12-1T 8F16-1T 8F20.1T 8F24-1T 8F28.1T 8F32-1T 8F8.2T 8F12-2T 8F16.2T 8F20-2T 8F24.2T 8F28-27 8F32-2T 2'-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 1972 3173 4460 5747 7034 8321 9608 3'-6" (42") PRECAST 1569 2524 3547 4569 5591 6613 7636 1569 2524 3547 4569 5591 1 6613 7636 4'-0" (48") PRECAST 1363 2192 3079 3966 4853 5740 6627 1363 2192 3079 3966 4853 5740 6627 4'-6" (54") PRECAST 1207 1940 2724 3508 4292 5077 5861 1207 1940 2724 3508 4292 5077 5861 5'-4" (64") PRECAST 1016 1632 2290 2949 3607 4265 1 4924 1016 1632 2290 2949 3607 4265 1 4924 5'-10" (70") PRECAST 909 1492 2093 2694 3295 3897 4498 929 1492 2093 2694 3295 3897 4498 6'-6" (78") PRECAST 835 12 1340 1880 2419 2959 3498 4038 835 1340 1880 2419 2959 3498 4038 T-6" (90") PRECAST 727 23 1021 1634 12 210 11 2571 10 3039 10 3508 g 727 1166 1634 2102 2571 3039 3508 9'-4" (112") PRECAST 591 680 1131154 147115 181 15 2152 16 2494 15 591 851 1326 1705 2084 2463 2842 10'-6" (126") PRECAST 530 552 91415 118 15 1458 15 1732 15 2007 15 530 686 1183 1526 1865 2204 2544 11'-4" (136") PRECAST 474 485 79815 1034 15 1272 15 1510 15 1749 15 494 599 1028 1422 1738 2053 2369 12'-0" (144") PRECAST 470 9 441 723 14 936(14),1151 15 1366 15 1582 15 470 543 928 1349 1649 1948 2247 13' 4" (160") PRECAST 41815 373 606 14 783 14 962 14 114114 1321 14 428 455 770 1145 1444 1718 1993 14'-0" (168") PRECAST 384 15 346 559 14 723 14 887 14 105214 121814 410 420 709 1050 1434 8 1694 8 1954 7 14'-8" (176") PRESTRESSED 239 323 519 13 671 13 823 13 976 14 1129 14 246 390 655 968 1324 8 162 11 187411 15' 4" (184") PRESTRESSED 224 302 485 13 626 13 767 13 909 13 105213 230 364 609 897 1224 8 1562 14 1801 14 17'-4" (208") PRESTRESSED 187 255 404 12 520 12 631 12 754 121872(12)192 303 500 732 993 8 1268 1419'�" (232") PRESTRESSED 162 222 34711 44611 546 12 646 12166 261 424 616 831 8 10571421' 4" (256") PRESTRESSED142 198 30611 39311 48011 56711142 230 369 531 713 7 903 13 22'-0" (264") PRESTRESSED 137 192 295 10 37811 461 10 54511 62911 137 221 354 508 681 7 86113 99713 24'-0" (288") PRESTRESSED 124 175 267 10 341 10 416 10 491 10 566 10 124 200 316 1 450 1 600 7 75612 875 13 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS 4CAST_4*" r SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RF61T 8RF101T 8RF141T 8RF1&1T 8Rf221T 8RF261T SRF301T 8RF6-2T 8RF10-2T 8RF14.2T BRF18.2T 8RF22-2T 8RF26.2T 8RF30.2T 4'-4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183 905 1748 2635 3522 4409 5296 6183 4'-6" (54") PRECAST 867 1675 2525 3374 4224 5074 5924 867 1675 2525 3374 4224 5074 5924 5'-8" (68") PRECAST 675 1301 1960 2618 3277 3935 4594 675 1301 1960 2618 3277 3935 4594 5'-10" (70") PRECAST 655 1262 1900 2538 3176 3815 4453 655 1262 1900 2538 3176 3815 4453 6'-8" (80") PRECAST 570 1012 1651 2204 2758 3312 3865 570 1 1097 1651 2204 2758 3312 3865 7'-6" (90") PRECAST 506 797 1462 8 1952 7 2442 6 2931 6 3257 506 967 1462 1952 2442 2931 3421 9'-8" (116") PRECAST 395 491 93112 1301 15 164015 198015 2322 16 395 589 1135 1514 1893 2272 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO.4 POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION AT ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION LINTEL SCHEDULE NOTE: REFER TO FLOOR PLANS AND EXTERIOR ELEVATIONS FOR OPENING HEAD HEIGHTS % ° 4 ° H > 4> D� e'o °D O Q o o o o b 0 8F16-1 B/0T 8F16-1 B/1 T 8RF14-1 B/0T 8F8-1 B ° 4 >e D y0 D 8F12-0B/1T D O o L 8" PRECAST LINTEL W/ (1) #5 HOR CONT BAR & (2) COURSES OF 8' K.O. BLOCKS W/ (1) 5 CONT HOR BAR IN EACH - ALL GROUT FILLED ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D ° 11-1/2" CLEAR �0 0 C.M.U. cn 0)x o D _ U) m O N � e CQ W U ~ � uj a #5 REBAR AT = o W U 0 O o w v BOTTOM MIN. (1) Itdon-WZ REQ'D dw- _jJ� Z - w Q W 16 GAUGE 001 x ° A POWERS STEEL LO r- z BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION. CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR REPAIR. LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE #5 BAR REQUIRED TOP AND BOTTOM OF ALL POWERS STEEL LINTELS. #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR HC.M.U. U d O GROUTLO #5 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING PROVIDED IN LINTEL ACTUAL (VARIES) 8" NOMINAL WIDTH TYPE DESIGNATION F = FILLED WITH GROUT U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1 B/1T NOMINAL WIDTH- I QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP z 0 1ST FLOOR LINTEL PLAN (ELEVATION B' OCT\P,;�\-A , z s 2022 Virtual Review Assist. Inc. Plans Review completed and approved for compliance with the 2020 F8C 7th o0 by Debra Anne Klahr PK2300 00 Uj N -In U LU CI IN CI a- CNI 9 LL 11, Mj Q LS1 1 L . N r W 0 Z Q � � �^ o W L = -O C'? U 0 CV) N N V -O z M � } O O P Q •� O LL- 8 m W L � � w N W� W J W d 0 O LL � Od�JW �j0f� 0 0 O Jp0�WU ZLLti_0z70H OzO0�a WOOmOjUCy 0 w�xz�Lp7WWWxQ�Z 10- 0�W�ZOQZQof pw�PTWO�dLtQ Oa 0 o oaz Q F-dLL 0 Z W O f- j(n0 CL J Lq li) �aZ>00 W W J O d' I I 1 I i 1 OO C) O T- N N °DODO N 0 0 � 0 0 l i ' Z O N W o 0 0 0 0 l l N M � to QZ ZW -� W c00 -0Z aja = wwQ p ~O N � Zo= W Z �Z � Z O O W z Z W W 0) o LAST PLOT DATE � • May 2, 2022 Z 0 STRUCTURAL DETAILS B REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" x 8" LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL UNFILLED GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR GRAVITY CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U (1)#51 (2)#5U DETAIL'A' DETAIL'B' DETAIL'C' (1)#5L (11#SU DETAIL'D' DETAIL'B' &'C' 2'-10" 1'4" PRECAST 2 D4.5 WIRE 2 No. 3 6740 9462 9462 10000 10000 3-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No. 3 2912 5318 5318 5114 5114 4'-0" 2'$" PRECAST (2) D4.5 WIRE 2 No. 3 2038 3722 3722 3598 3598 4'-6" 3'-7' PRECAST (2) D4.5 WIRE 2 No. 3 1566 2859 2859 2772 2772 4'-8" 314' PRECAST (2) D4.5 WIRE 2 No. 3 1453 2654 2654 2574 2574 54" 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 1127 2013 2013 2000 2000 5-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 964 1 1636 1636 1712 1712 6'-6" 5'-2" PRECAST (2) D4.5 WIRE 2 No. 4 796 1454 1454 1435 1435 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2 No. 4 639 1167 1167 1152 1152 7'-8" 6'4- PRECAST (2) D4.5 WIRE 2 No. 4 619 1 130 1130 1115 1 1 15 8'-0" 6-9' PRECAST (2) D4.5 WIRE 2 No. 4 581 1062 1062 1048 1048 8'-4" 7'-0" PRECAST (2) D4.5 WIRE 2 No. 4 548 1001 1001 979 988 9'-4" 8V' PRECAST (2) D4.5 WIRE 2 No. 4 467 853 853 759 843 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 398 727 727 582 718 1 V-4" 101-0 PRECAST (2) No. 3 2 No. 5 355 649 649 489 649 12'-0" 101$" PRECAST (2) No. 3 2 No. 5 329 602 602 430 602 17-6" 1 V-2" PRECAST (2) No. 3 2 No. 5 312 570 570 391 570 13'-4" 12'-0" PRECAST (2) No. 3 2 No. 5 287 525 525 337 525 14'-0" 121$" PRECAST (2) No.3 7. No. 5 270 449 449 286 451 14'$" 13'-4" PRESTRESSED (2) No. 3 (2) 7116 strand + N.R. 522 522 360 499 2 No.4 154' 14'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + N.R. 473 473 328 455 2 No.4 17'-4" 16'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + N.R. 357 357 254 352 2 No. 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + N.R. 277 277 202 281 2 No. S 20'-U' 18'-W PRESTRESSED (2) No. 3 (2) 7116 strand + 256 256 188 262 (2) No.5 N.R. 21'4" 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 219 219 165 229 2 No. N.R. 27-0" 20'$" PRESTRESSED (2) No. 3 (2) 7116 strand + 203 203 155 215 2 No. N.R. (2) 7/16 strand + 24'-0" 22'$" PRESTRESSED (2) No. 3 (2) No. 5 N.R. 164 164 124 179 N.R.- NOT RECOMMENDED DETAIL "A" DETAIL "B" DETAIL "C" DETAIL "D" TYPE DESIGNATION P- PI AIN LINTEL/ r QUANTITY Of VS BAR At S-SOLID LINTEL -1 I LOWEFLINIELCAWY [8xl 6-P-1 L/1 U] NOMINAL WIDTH j L QUANTITY OF#5 BAR AT NOMINAL HFIGHT UPPFR I INTFI CAVITY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 16" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (0)#5L (1)#5U (1)#5L (1)#5U (1)#5L (1)#5U 111#5L (2)#5U DETAIL'H' DETAIL'Y DFTAIL'H'&'J' DETAILW 2'-10" 1'-6. PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 3'-6" 7-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No. 3 9550 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 7207 10000 9863 10000 4'$" 3141 PRECAST (2) D4.5 WIRE 2 No. 3 6614 10000 9053 10000 54" 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 4843 6687 6635 7320 5'-19, 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 3940 5211 5402 5641 6-6" 5'-2" PRECAST (2) D4.5 WIRE 2 No. 4 4350 4350 4225 4314 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2 No. 4 3206 3206 3063 3183 7-8" 64" PRECAST (2) D4.5 WIRE 2 No. 4 3071 3071 2916 3049 8'4" 61-8" PRECAST (2) D4.5 WIRE 2 No.4 2831 2831 2651 2811 8'4" 7'-0" PRECAST (2) D4.5 WIRE 2 No. 4 2625 2625 2421 2607 9'-4" 6-0" PRECAST (2) D4.5 WIRE 2 No. 4 2153 2153 1881 2139 10'-6" 72" PRECAST (2) D4.5 WIRE 2 No. 4 1777 1777 1448 1766 11'-4" 10'-9' PRECAST (2) No. 3 2 No. 5 1568 1568 1222 1568 1 2 -0' 10'-8" PRECAST 2 No. (1 2 No. 1439 1439 1075 4 9 1 3 12'-6" 1 I'-7' PRECAST (2) No.3 2 No. 5 1354 1354 981 1354 13'4' 12'-0" PRECAST (2) No. 3 2 No.5 1232 1232 849 1232 14'-0" 17-6i PRECAST (2) No.3 2 No.5 1149 1149 760 1149 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7116 strand + 1419 1419 850 1347 2 No. 1S'-4" 14' 0 PRESTRESSED 2 N3 ()o. (2) 7116 strand + 1291 1291 775 1270 2 No. 4 17'-4" 164' PRESTRESSED (2) No. 3 (2) 7/16 strand + 993 993 600 1084 2 No. 174" 1814' PRESTRESSED (2) No. 3 (2) 7/16 strand + 1035 1035 478 936 2 No.5 20' 0 18'$" PRESTRESSED 2 N3 ()o. (2) 7116 strand + 961 961 446 872 2 No. 5 2V-4" 20'-0" PRESTRESSED (2) No.3 (2) 7/16strand + 834 834 390 763 2 No.5 22' 0 20' 8" PRESTRESSED (2) No. 3 (2) 7116 strand + 720 720 366 716 2 No.S (2) 7/16 strand +(2) 24' 0 22' 8" PRESTRESSED (2) No. 3 No. 5 642 642 306 599 • r•i � r'i •t DETAIL "H" DETAIL "J" DETAIL W' TYPE DESIGNATION I'- PLAIN LINIHJ r QUANTITY OF #5 BAR Al S - SOLID LINT LL I LOWER LINTEL CAVfrY [8x1I6-P-1 L/1 U] NOMINAL WIDIIIJ J L QUANTITY OF #5 BAR AT NOMINAL IIFIGHT UPPER IINTEI CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 8"xl2" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE UNTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN SOLID #5 (1) U (0) L SOLID ##5 (1) U (0' L SOLID #5 (2) U (1) L DETAIL'DE' DETAIL'DF' DErAIL'DE' &'DF' DETAIL'DG' a-8" 7-4" 21•O" PRECAST (2) D4.5 WIRE (2) No. 3 3764 6455 5637 5637 4'-U' 7-8" 7-4" PRECAST (2) D4.5 WIRE (2) No. 3 2970 4965 4401 4401 4'-7' 7-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 2654 4449 3965 3965 4'-4" a -a, 21-9" PRECAST (2) D4.5 WIRE (2) No. 3 2400 4030 3607 3607 4'$" a-V 31-0" PRECAST (2) D4.5 WIRE (2) No. 3 1966 3390 3053 3053 6-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1193 2290 2085 2085 6'-8" 5-4" 5'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1764 176.3 1578 1578 7'-8" 6-4" 6'-D" PRECAST (2) D4.5 WIRE (2) No. 4 1409 1409 1188 1267 91-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1000 low 686 903 ti _F ; ;•:� DETAIL "DE" DETAIL "DF" DETAIL "DG" TYPE DESIGNATION 1`-MAIN, INTEL/ r QUANIIIYOF#5BARAT 5-SOT In I INTFI. I LOWER LINILL CAVIIY [8x l 6-P-1 L/ 1IU] NOMINAL WIDTH J `OIANIRY OF 15 BAR AT NOMINAL HEKiHT UPPFR LINTEL CAVIIY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 12" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPI IFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0) #5L (I)#5U(I)#5L (0)#5L (1)#5U (1)#5L (1)#5U (2)#5U (1)#5U DETAIL'E' DETAIL'F' TAIL DETAII'E' &'F DETAIL'G' 7-10" 1'-6" PRECAST 2 D4.5 WIRE 2 No.3 W000 10000 10000 10000 3'-C 2'-2" PRECAST (2) D4.5 WIRE 2 No.3 9383 10000 10000 10000 4'-0" 7-8" PRECAST (2) D4.5 WIRE 2 No.3 6766 8225 9200 9445 4'4" a-7' PRECAST (2) D4.5 WIRE 2 No. 3 5104 5671 6345 6345 4'-8" 3-4" PRECAST (2) D4.5 WIRE 2 No. 3 4683 5137 5717 5717 54' 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 3428 3727 4091 4091 5-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 2787 3088 3369 3369 C-6" 5-2" PRECAST (2) D4.5 WIRE 2 No. 4 2560 2560 2723 2723 7-6" 6'-2" PRECAST (2) D4.5 WIRE 121 No. 4 1992 1992 2112 2112 7'-8" 64" PRECAST (2) D4.5 WIRE 2 No. 4 1921 1921 2035 2035 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No. 4 1792 1792 1862 1897 8'4" 7'-0" PRECAST (2) D4.5 WIRE 2 No. 4 1679 1679 1699 1776 9'4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 1411 1411 1319 1489 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 1186 1186 1014 1251 11'4" 101-0" PRECAST (2) No. 3 2 No. 5 1074 1074 854 1121 170 101-8" PRECAST (2) No.3 2 No.5 992 992 751 1035 174' 1 P-2" PRECAST (2) No. 3 2 No. 5 937 937 685 978 13'-4" 12'-0" PRECAST (2) No. 3 2 No. 5 859 859 591 896 14'-0" 12'$" PRECAST (2) No. 3 2 No. 5 804 804 529 838 14'$' IX-4" PRESTRESSED (2) No. 3 (2) 711 strand + 1207 1207 605 938 2 No.4 (2) 1164'4" 14'-0" PRESTRESSED (2) No. 3 (2) 7116 strand +2 1095 1095 551 887 No 4 174" 16-0" PRESTRESSED (2) No. 3 12) 7116 strand +2 836 836 426 763 No. 19'-4" 18' 0 PRESTRESSED (2) No. 3 (2) 7116 strand +2 655 655 340 645 No. 5 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 607 607 317 601 2 No. 2V-4" 20'-0" PRESTRESSED (2) No.3 (2) 7/16strand + 524 524 277 526 2 No. 22'-0" 20'-8" PRESTRESSED (2) No. 3 12) 7/16 strand + 488 488 260 493 2 No.S (2) 7116 strand +(2) 24'-0" 22' 8" PRESTRESSED (2) No. 3 Na 5 399 399 217 412 DETAIL "E" DETAIL "F" DETAIL "G" 41 TYPE DESIGNATION P- PLAIN LINTEL/ QUANTITY OF #.5 BAR AT S-SOLIDIJNTFL -1 TOWER LINTEL CAVITY [8x 1 I6-P-1 L/ 1U] NOMINAL WIUIIIJ J L III1AIIRY OF#S BAR AT NOMINAL IILK;H7 UPPER UNIEL CAVITY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 20" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (1)#51. (1)#5U (0)#5L (1)#5U (1)#SL (2)#SU DETAIL'L' DETAIL'M' (1)#5L (1)#5U DETAIL'N' DETAIL'L' &'M' 2'-10" V-6" PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 a-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-0" 7-8" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'4" a-2" PRECAST (2) D4.5 WIRE 2 No. 3 9313 10000 10000 10000 4'-8" a-4" PRECAST (2) D4.5 WIRE 2 No. 3 8548 10000 10000 10000 54" 4'-2' PRECAST (2) D4.5 WIRE 2 No. 3 6261 10000 8605 10000 5'-10" 4'-6" PRECAST (2) D4.5 WIRE (21 No. 3 5095 8995 7007 9811 6'-6" 5-2" PRECAST (2) D4.5 WIRE 2 No. 4 6871 6871 5482 6814 7-6" 6'-7' PRECAST (2) D4.5 WIRE 2 No. 4 4693 4693 3976 4661 7-8" 6'4" PRECAST (2) D4.5 WIRE 2 No. 4 4456 4456 3785 4427 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No. 4 4047 4047 3443 4021 64" 7-0" PRECAST (2) D4.5 WIRE 2 No. 4 1 3706 3706 3144 3683 74" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 2954 2954 2445 2937 1014' 7-2" PRECAST (2) D4.5 WIRE 2 No.4 2384 2384 1884 2371 1 Y-4" 10'-0" PRECAST (2) No. 3 2 No. 5 2082 2082 1590 2082 174Y' 10'-8" PRECAST (2) No. 3 2 No. 5 1895 1895 1401 1895 12'-6" 11'-2" PRECAST (2) No. 3 2 No.5 1775 1775 1279 1775 13'-4" 12'-0" PRECAST (2) No.3 2 No. 5 1605 1605 1107 1605 14'-0" 12'4" PRECAST (2) No.3 121 No. 5 1490 1490 992 1490 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7116 strand + 1948 1948 1093 1591 2 No. 15'-4" 14' 0" PRESTRESSED 2 N3 ()o. (21 7116 strand + 1774 1774 996 1494 2 No. 4 17'-4" 16'-0" PRESTRESSED 2 N3 () o. (2) 7/ 16 strand + 1368 1368 771 1264 2 No.4 17 4" 18'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1084 1084 615 1095 2 No.5 20'-0" W-8" PRESTRESSED (2) No. 3 12) 7116 strand + 1008 1008 573 1048 2 No.5 21'4' 20'-0" PRESTRESSED (2) No. 3 M 7/16 strand + 877 877 501 966 2 No.5 22'-(Y" 20'-8" PRESTRESSED (2) No. 3 12) 7116 strand + 850 850 471 923 2 No.5 (2) 7116 strand +(2) 24'-0" 22' 8" PRESTRESSED (2) No. 3 No S 740 740 393 772 pop DETAIL "L" DETAIL "M" DETAIL "N" TYPE DESIGNATION P PLAIN UNTLL/ QUANTITY OF #5 BAR AT S-SOLIDLINTEL LOWER LINItI CAVITY [8x1 I6-P-1 L/ 1IU] NOMINAL WIDTH J `QUAMRY Or #5 BAR NOMINAL HEIGHT UPPER LINTEL (;AVIIY GENERAL NOTES: 1.) CODES 1.1 FLORIDA BUILDING CODE 7TH EDITION (2020), RESIDENTIAL SECTIONS R402.2 & R606. 1.2 FLORIDA BUILDING CODE 7TH EDITION (2020) SECTIONS 1901.2 & 2107. 1.3 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-08). 1.4 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7-10). 1.5 LINTELS SHALL BE MANUFACTURED BY COMMERCIAL CONCRETE PRODUCTS, INC. 2705 SAMMONDS ROAD, PLANT CITY, FL 335674556 (813) 659-3707. FLORIDA PRODUCT APPROVAL # FL1774-R3 2.) CONCRETE: 2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 2.1.1 PRE -CAST W/STANDARD REINFORCEMENT-5000 PSI 2.1.2 PRE -CAST W/PRESTRESS REINFORCEMENT-6000 PSI 2.1.3 GROUT PER ASTCM C476 - 3000psi W/ MAX. 3/8" AGGREGATE, 8" TO 11" SLUMP 2.2 REINFORCING BARS: 2.2.1 STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A615 (GRADE 60) 2.2.2 STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A615 (GRADE 40). 2.3 PRESTRESS STRANDS ASTM A416 7-WIRE, STRESS RELIEVED 270 ksi 2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. 2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 2.6 D4.5 WIRE PER ASTM A496. 3.) MASONRY: 3.1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 530-08. 3.2 MINIMUM MASONRY UNIT STRENGTH: FM 1500 PSI. 3.3 MORTAR SHALL BE TYPE S. 4.) STRUCTURAL: 4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8" (WITH A MINIMUM ACCEPTABLE BEARING OF 4" PER FLORIDA BUILDING CODE 7TH EDITION (2020), RESIDENTIAL SECTION R606.6.3 OR FLORIDA BUILDING CODE 7TH EDITION (2020) BUILDING SECTION 2104.1 4.2 DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING MAXIMUM RESISTING MOMENT AND SHEAR AT d DISTANCE AWAY FROM THE FACE OF THE SUPPORT 4.3 LINTELS THAT ARE GREATER THAN 14'-0" CLEAR SPAN MUST BE PROVIDED TEMPORARY SUPPORT, NOT TO BE REMOVED UNTIL TWO (2) DAYS AFTER GROUT PLACEMENT. 3000 PSI GROUT _ (PLACED IN FIELD) 2" C r- TOP LEG BARS: (SEE SCHEDULE) ) #5 CONTINUOUS REQ'D. R STRUCTURAL PLAN STIRRUPS AT 4'-0" cc I OR WELDED) TOM BARS SCHEDULE NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5" 2. MIN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL - ASTM A615 TYPICAL LINTEL SECTION PRECA T CONCRETE 3000 PSI GROUT (PLACED IN FIELD 2" 2" 7 5/8" TOP LEG BARS: (SEE SCHEDULE) - (1) #5 CONTINUOUS REQ'D. PER STRUCTURAL PLAN 7/32" STIRRUPS AT 4'-0" cc (TIED OR WELDED) NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5" 2. MIN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL - ASTM A615 TYPICAL RECESS LINTEL SECTION PRECAST CONCRETE CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC. REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 24" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(1)#5U (1)#SLII)#5U (0)#5L(1)#5U (1)#5L(2)#5U (11#4L(1)#5U DETAIL'O' DETAIL'P' DETAIL'O' &'P' pETAIL'Q' 2'-10" 1'-6" PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 3'-C 2'-7' PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-0" 2'-8" PPECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-6" a-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'4" 3'-4" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 514" 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 7681 10000 10000 10000 5'-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 6251 10000 8615 10000 6-6" 5'-2" PRECAST (2) D4.5 WIRE 2 No. 4 8629 10000 6741 10000 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2 No.4 6266 6603 4891 6909 7'-8" 6-4" PRECAST (2) D4.5 WIRE 2 No. 4 5967 6199 4657 6477 8'-0" 6-6' PRECAST (2) D4.5 WIRE 2 No. 4 5430 5524 4236 5756 8'-4" 7'-0" PRECAST (2) D4.5 WIRE 2 No. 4 4961 4979 3869 5178 V4- 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 3865 3838 3010 3973 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 2984 3021 2320 3118 11'-4" 10'4" PRECAST (2) No. 3 2 No. 5 2699 2699 1959 2699 12' 0" 101$" PRECAST I2 I No.3 2 No. 5 2436 2436 1727 2436 17-6" 1 I'-2" PRECAST (2) No. 3 2 No.5 2269 2269 1577 2269 1314" 12'-0" PRECAST (2) No. 3 2 No. 5 2034 2034 1366 2034 14'-0" 12'$" PRECAST (2) No. 3 121 No. 5 1878 1878 1225 1878 14'-8" 134" PRESTRESSED I2 I No. 3 (2) 7116 strand + 2413 2413 1338 1974 2 No.4 IS'-4" 14'-0" PRESTRESSED I2 I No. 3 (2) 7116 strand +2 2199 2199 1219 1846 No. 17'-4" 16'-0' PRESTRESSED (2) No. 3 (2) 7116 strand +5(2)7/1 1698 1698 944 1546 No.4 19'-4" 18'-0" PRESTRESSED (2) No. 3 6 strand + 1348 1348 753 1330 No.5 20'-0" 18'$" PRESTRESSED (2) No. 3 6 strand + 1254 1254 702 1271 No.5 21'-4" 20'-0" PRESTRESSED I2) No. 3 6 strand + 1092 1092 614 1167 2 No. 72'-0" 20'$" PKESTRESSED (2) No.3 (2) 7116 strand +2 1023 1023 576 1121 No5 (2) 7116 strand + 74'-U" ?2'$" PRESTRESSED (2) No. 3 (2) No. 5 898 898 481 947 TYPE DESIGNATION �,;:. �,;;„ �,�•., y1 .;iw ..pfy'� •ri1 P-PIAINLINTEL/ S-SOLID TFIrQUAMRY Of BARAT 10-1 LINTELCAVITY .,i1 .i�w II��x1V'f (( pp -1F { i•. IU {�i•. •�•• NOMINAI WIUTHJJ `OUANTRY OF #S BAR AT NOMINAL HFIGHT 11PPER LINTEL CAVITY DETAIL "O" DETAIL "P" DETAIL 'Q" CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC. GRAVITY & UPLIFT SAFE LOADS (PLF) 8'Ixl 6" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID ##5(1)UU(0)LL SOLID #5(2)U(1)L DETAIL'DH' DETAIL'DY DETAIL'DH' &'DJ' DETAIL'DK' 3'-8" 74' 7-0' PRECAST (2) D4.5 WIRE (2) No. 3 5713 10000 10000 10000 4'-0" 2-8" 7-4" PRECAST (2) 04.5 WIRE (2) No. 3 4511 10000 9686 1OD00 4'-7' 7-10, 7-6" PRECAST (2) D4.5 WIRE (2) No.3 4032 10000 8687 9503 4'-4" 3-0' 2'-&' PRECAST (2) D4.5 WIRE (2) No. 3 3647 9133 7835 8173 4'-8" a-4" a-0" PRECAST (2) D4.5 WIRE (2) No. 3 2990 7025 6382 6382 5'-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1819 4139 3839 3839 6'-8" 54" 5-0" PRECAST (2) D4.5 WIRE (2) No. 4 2976 2976 2676 2737 7-8" 64' 6-a' PRECAST (2) D4.5 WIRE (2) No.4 2292 2292 1918 2121 9'-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1563 1563 1 113 1455 '•"7 DETAIL "DH" DETAIL "DJ" DETAIL "DK" TYPE DESIGNATION S-50LIDIINTH OWERIIYUNtFLCAVIII AT [8x16-P-1 L/1UI J ` NOMINALWIDTH QUA MTIYOF#SBARAT NOMINAL HEIGIII IIII'1'FR 1I14TFL CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 8'Ix201I RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE UNTEL TYPE LINTEL STEEL TOP WIRE / BAR UNTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID #5(1)U(0)LL SOLID #5(2)U(1)L DETAIL'DL' DETAIL'DM' DETAIL'DL' &'DM' DETAIL'DN' a-8" 2'4" 2'- PRECAST (2) D4.5 WIRE (2) No.3 7665 10000 10000 10000 4'-0" 7-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 6D54 1D000 8442 10000 4-7' 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 5413 10000 7552 IOOOD 44" 3-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 4897 10000 6836 10000 4-8" a-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 4017 IODDO 5613 10000 5'-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 2448 7050 3434 6540 6-8" 54' 5'-0" PRECAST (2) D4.5 WIRE (2) No. 4 4569 4569 2302 4235 7-8" 6-4' 6-0" PRECAST (2) D4.5 WIRE (2) No.4 3338 3338 1640 3122 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 2158 2158 936 2031, • , °•at`;! t rK, ' aryl ' �i 1 '{:4�': DETAIL "DL" DETAIL "DM" DETAIL "DN" 1:1I r*wow ,[8x16-P-IL/IU] ftl�lli�l L-aa LA, UNIT'2551' - 1ST FLOOR PLAN 1 /811 = 1'-011 GRAVITY & UPLIFT SAFE LOADS (PLF) 811x81' RECESS DOOR HEADER TOTAL LEl"GTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID #5(1)U(0)L # 1 1 L SOLID #5(2)U(1)L DETAIL'DA' DETAIL'DB' DETAIL 'DC' DETAIL'DB' &'DC' DETAIL'DD' a-8" 2'-4" 7-0" PRECAST (2) D4.5 WIRE 12) No. 3 1919 2143 2143 1753 1753 4'-0" 7-8" 74" PRECAST (2) D4.5 WIRE (2) No. 3 1597 1801 1801 1483 1483 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 1473 1668 1668 1376 1376 4'4" a-9' 7-8" PRECAST (2) D4.5 WIRE (2) No. 3 1367 1553 1553 1284 1284 4'$" 3'-4" 3'-U' PRECAST (2) D4.5 WIRE (2) No. 3 1194 1363 1363 1131 1131 6-8" 4'4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 864 995 995 831 831 6'-8" 5'4" 5'-0" PRECAST (2) D4.5 WIRE (2) No. 4 662 816 816 650 654 7'$" C-4" 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 542 669 669 462 537 9'$" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 396 489 489 261 393 DETAIL "DA" DETAIL "DB" DETAIL "DC" DETAIL "DD" GRAVITY & UPLIFT SAFE LOADS (PLF) Tx24" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD U SOLID *5(1)U(0)L SOLID #5(1)U(1)L SOLID #5(1)U(0)LL SOLID #5(2)U(1)L DETAIL'DO' DETAIL'DP' DETAIL 'DO' &'DP' DETAIL'DQ' a-8" 74' 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 9620 10000 1 10000 10000 4'-0" 7-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No. 3 7599 10000 10000 10000 4'-7' 2'-1W 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 6796 10000 9505 10000 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 6149 10000 8604 10000 4'-8" a-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 5044 10000 7066 1DODO 5-8" 4'1" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 3077 10000 4325 10000 54' 5'-0' PRECAST (2) D4.5 WIRE (2) No. 4 3765 7387 2901 6831 N 6'-4" 6-0" PRECAST (2) D4.5 WIRE (2) No.4 2693 4979 2069 4671 8'4" 81-0" PRECAST (2) D4.5 WIRE (2) No. 4 1552 2996 1183 2844 •t,1 .1 c? DETAIL "DO" DETAIL "DP" DETAIL "DW T�}PE`TI YYPPEDDESIG�N�NAATIION rww [8x16-P-IL/1 ] 'J La TYPE DESIGNATION P-PLAINLINILL/ r QUANTRYOF05BARAI S-SOUDLINILL -1 I LOWER LINTEL CAVITY [8x1 6-P-1 L/1IUI J NOMINALWIDIFIJ NOMINAL HtKA1 `QUANTITY OF#5BAR UPPER LINTEL CAVITY 2 82022 Virtual Review Assist, Inc.�Ednion Plans Review completed and ap for compliance with the 2020 FBC by Debra Anne Klahr PX2300 SAFE WORKING LATERAL LOADS (PLF) 8" X 8" LINTELS Total Length Type 8"x8" PLAIN 81x8" SOLID 2'-10" Precast 2082 923.5 3'-6" Precast 1325 4624 4'4' Precast 1041 3358 4'-6" Precast 858 2635 4$" Precast 810 2459 54' Precast 663 1940 5'-10" Precast 583 1624 6-6" Precast 486 1396 7-6" Precast 403 1134 7'$" Precast 392 1100 8'-0" Precast 363 1037 & 4" Precast 318 981 9'4" Precast 222 772 10'-6" Precast 156 600 11'4" Precast 132 651 177' Precast 111 593 17-6" Precast 98 544 13'-4" Precast 82 475 14'-0" Precast 71 429 14$" Prestressed N.R. 417 154" Prestressed N.R. 369 )7'-4" Prestressed N.R. 257 W-4" Prestressed N.R. 184 20'-0" Prestressed N.R. 167 21'4' Prestressed N.R. 138 2'-0" Prestressed N.R. 127 24'-0" Prestressed N.R. Too N.R. = Not Recommended N 04 •0 N f+ �"O- N J D%,,` cry Ln t o ao y) ,• Q 7 W d' Z Q >0�E � o CN m N -- U } V C E L L O O - o } L.L C •� O 8 � Q Z Ut7R .N U w Qa E{? rn W L O W W J W F O H � J � Z � a LL pU Q0X-JW3C3j D O§ZLLLL- -1 0 - F� 00 WwM8WwwF,-F0WWQp ¢~w>O_��z2wow0�¢ 5 LL O j 0 zZ O QI- Q LL O LL. C) Z CN VJ 5 0 0 01) Q 0) G vJ U 00 ZV� NoW J O J I ) 1 I O O o0000 O O N N M C) o tl N o �OOt © I I Z o N'^ `1 , LO N M LID I �t ap ZZ aZ C)in O U 00 UV� LO O or, d JJ T Z F- W r Q a � Uj w Q 2 W t7D F- 2 N zo= . . CQ Q�M N p ZWO t� Z V aZLL LL Z Z oU _o W z 01 WT V o C) LAST PLOT DATE O • Zo _ � STRUG�TR UAL DETAIL B Walhors / Self-Lockinq Nu s, 1 HURR/C,_4' NE Mounting Brackets o f) Gauge 4-1e2'x41i7'xL 1.- Scr.Ancht T S0c,lulc BOITi A32SGaiv ITYPJ o Q �1j ?T lilt Self-C)r rI li I�,(} $i:rtws �A 1'•.i 1)nt 3+rt tln'l1 FLDyt. 9- %Wk :If 'iL) all.�`���\ � tiT �ylnr al' in frflnt'1 rMnt Crl Support 1Mdy be cut to W) Left Bracket 06 Gauge) ;;'4 Srlr CnArul St rrttiti'111w, li,,1, k,rt• K Back Cross Support lntG ArC writ Bottom Sidle (Typical: 3 oach side for hurricanes use) 41++a rli rpp- ,Il,r•+:Rained , L y'..,:r nJ..at with z�l)n }1unx.aa ;t1u )ii.«.. tnaa4fabiele l fad t eswing ate' upon regws Back gross Support (Maybe CLitt tow) Right Bracket r o, G t,y ) londs Deperi pert of Business 3 Professional Regulation Building Codes and Standards Product Approval Application DetaN ri rage .. Knave cc )lase glee 20LLeAro 20 MW YNAIPD .mytAk1Wan ioaBR LWLtd FaC/snrawl �R Araandkn 2020 51-n nMn Ploows -:r. IA~ GwMan N.mraF Newro P.E Lott. Borden P E 12Na2021 12J Ill 1N AI= Aporoed Caisgay: 9[IIxIu.l t rtnj i-nla (877)441.8366 PE-73770 (334)XlM/z0a AOCrepory: R: Auue rMn V<adas a ROWP of IIY Invearealtaa Nei +emrnlWY Capllenn raahPrL Ew4aLv p.Pa I w -IrAda ReFlNared Mtl,aaor oa Llpnsa0 RWIds r ustan.sn na,Ar+e nranaswnM Enynra 1� 9111jm,, Asouram Acotomfer Us ADOMmdfvuW V2ALIWR.= All ALU&UlM 1� PamiILl 1 atrladVM Yacht ri84P610 :her FLncam Fledand wnaeua+Ian 12MM23 sin vac II:. .100110c 2 Sm.ItNMd M,dWil 40511 DualPamdm FtWdand KnMam'J.n1 1;J31rQ`3 Y. 'e•. ura .,M•.M 3 9'nalY'MM MpJeIri54062h• In NdnoWYenr tY11r: C:� ra+ env NrA •tiX�r trx 4 . • -t hk"* 6134l 0W' MJa•ed Fad- V-1 .l'.1': 1.<''. Yea NA •f ODA 100 ' arram,•.M MIpfu He4b624 letgrd;Grege Opp FtI.AYW 12I310023 Yea TK NA WA �'• Sm/rNem sl" e18W870 'Aron JlNl lnwlsled Fb0d V4m 17l312023 Yes Yet NIA •tODJ f00 7 anrA4.lt MddN et5ePA4 r4:4,1- 04npe OpOr Fbod Vent 1amiri s Yes Yes NIA FIIA Florida Department of Business 3 PmfnalwW Regulation Bolding Codes and Standards Product Approval Application Detail Paq 1 Nt 1f^42D2+ Ca,M Red" or Qtrr Q1a4 Date,?" ell 291 la�eAlleeoee lea WasnIt IRA= alanni'NY LULAm,ma A-,,,d Matra n.NNa 2020 Drexel Wasals Iec. Jasan shumn, Zedlsly R P4eN LOOK. ROOAJI r' 1 0e1 Gi.'"(` 0OXa'21t l3 w2a'ON I a1 LAM Awn- ceegory: RodAna I50 I•33-1511 PE-14021 (3341300.1e00 aapCaegerv: Mew Roanq ,."I' r"did e, -wre1M III On tyyalMe Nwfml hran e pw14 nay Jaled Ncnsa1 cr a L-1M01br. r:,,A.evvra .npnze+ 91e0i:-AMM4CLt 6Wvc. l.u"21 ALWgYlalm Vie ttli'ast ottum �IIL Produr4Odd ewb.lgy.sa PtRdwcL.Otmilma gYi inl00M owLdolt181i a4Qaaa lNMIIt n iris.) Mad R. ;Malanla 01MI. « ION1 1?MC 15088. DMC +r15. DM' 210.5 1213MM Tea rue NIA ♦01110 laic -11, Florida Department of Business & Professional Regulation airs 204 Building Codes and Standardo 2srmn Product Approval Application Devil Two Yemen r Coin«.1 9-imemer A Licenseyswmea By yabdaw Fad Approved 8tolus P-Ill -xym Therms-Tru Caponhon ';taw.--p-n Lyn dmF SGnm et. PE Ryan.) Klnq P L C4115:2C7+ I' -II )X O4I: Ir; {::: ;..t17.L:1::7 Category'. E.teror Doors •°.Y.a. 6.11 PEd3400 (813)787b665 Eu1/CMegOry $1-9.np Ed.- Da- assenA•ats an.ap.r4o�llr+mah:a ep ComplianceM""0" Era4,erw,r Nr(n•t b:r, . m iL Wntlw Rrglster.d Archol or a Licensed Fiords FLS2D N4tb Proreseealfla Enoreer Prestress ins Pggfuee Yetlel Yurbera ei C NraM Fanrrfnr rf.w A00fOW11tar U6a AOoroYid rn I'vitl numeeAlrt Ids Uee 131.ow Dma4 (-O'(WxEEgaiY� 1 a Thrn+srTru F . !Ju veep . v.N1.1. •n,rbrM Cdga Fi chili- Srfgl. Door II n Onvilo JnAe : Xm IlLareil < c Tharrty.lru lllrrrlr,(usNc and `in'10.tn. gar 'Ynlnrul b8d30,88quotlmpad8quot TJpaque 12f]1 n(T21 t4o -catim"rr Edge Fi largesse Single Door e+th :i.lel,al:l nnarnw lsJOw tsvorq: XO. OX* OXO t [ Therma.Tru F.bal Clasw< and Sewlb-sxa+ Nominal 6k" 63quw 1mpeaL.-, iYagw 12)3112(1i." No •Y.1a sir. I..A (:ompoab Edge Fov 111 ss D-vi,, [-- war: or "itout Sidew"a AY ro1+Foirsdlone) 4 d Therr+> %Flbolc&a and SMOCUl-Staf Nominal 119M.,0 iquMin"Caquot Opaque tiv"-:1:: ;` rli Yes Vas WA Composes Edge Fiberglass Single Door unr.wrtpr+nsvwnp XmnOau+abml 5 e Therme.Tru F)De,•CbeMc and $mr>:zn.Sta, n.nm:n+l M0111 D Sauotlrrpa[taq:nC'-1r,Ol- I12r31f2022 r4o Yas /rs •,: • comlood" Edg. r.Iwrptass SIIa�o Door vas^ Bdol Isis) gnaw ry70utew I,g. XO OX or OXC ronRpoviOne) 6 fTlserma-Tru Rbor-OyWc and SrtMossStr Norolna166a3R06quo0npac9kPaat Oparps, I:'i1^�:' !{., +'as Yea WA ^ •+="IOW. Edge Fi"Ol as Do+rbb Don, vile a .dissent SdelKes NnswhyKNrtsvanq Xi. rF ?XYO configurational 1 a, Therrisa•Tru Floor-Clessia and St oodl-Sar Nonunal 86XV.6 AgNottrrp"equat Glazed I.r +t1; n;': `u vas Yea WA Cornpwr Edge Rbergleee Single Ulm 11 nAw,13r1. rdarrmq, X aareguration) F n l terms , F:anr i-Wads pnd 'imnryrn :xmr Nm-al bg1l aquotinwct&*Iot Qazsd IUU1P2011 r1l0 Ye! Cmnpolete Edge RbrgIms Sr,,21a Dw wln 3dolte(s) (Inswrw;iG,t+wry X, I;1. onnfQuratiprRl p r IherrtM•I ru MMer-C:Mgs,G Rind `JnwaM•Sbt NommssowiV,96gwUmrMcl""r L44zed 1:'r:1 I!:'tl-". Fro Yee Yes WA C.ompaRe Edge FilerpleN Douala Door WM a without ti4-llMs FrislNny011swing, XXa OxXO mrdrow"onv 10 11 he1reu Tru Flbar-Ct44ai0 its SnVootP9ar Noemnal as" 0111 mp"Isdlpr.'Nard 1;.:71 rAl22 No Yea Yes WA cornpoole Edas FI beryass Single Dos (Inawelplouhr,q wX mMlgurabm) t t r finer ma.Tru e,yr.Claselle ale smooM-Sins NdNnrd 860300 dquotlnpeetsquot Glazed, 1:131120212 14. YK Yes, WA Corrpoelte Edge nWglese Snob pop Win Sidells(Q Q11eYe npJ(xnesAng. )(O, OYm OXO configurational I: I nerma Tn, tar r'ua- inn :;m«:m -tar Nemm.l S6e3P0 Anunrlmpartaquot ^I+,zen 12f31Q= No Yea Ye. WA Corrooebe Edge F,b.rglast Duublr bons w91 u1 "Our"S"amrs Ihlewlr+gJr-xrttm•,r,g Xx ry l•YJ(r) cordrguraboss) 13 m Tha,nM-T,u FC.t-Nall and Sm oth-Salt NomIn11669J96 Sy uthlgw[[.th^lwt aian"14- 1.`13 w2a22 No Yoe Yes WA Open Conporle Edge FibeglIo s Single Doox OnsaiinglOutswing, Xamlrlgurabora 14 r 1 nervy Tru Flper.eleeaN and 3nXu21,. Star Nornim419ad10.6 &VOtlmpaet6w", GA- uA.,n1r,.+ 171311AM NO Yes Yes A W Opt, Gornpoerte Edge Flbergtaee Slagle Dery err, Glazed Melded Open BYolhil ofteWngX3utloors;l XD, OX or OXO o.N gumbo,.) 16 O Thermo Tru FnbenClasskarld Smooth Stor Nortwnela6W0,8 4quat1Rp4elagda; Glazed molded lerita.'d:7:r tya Yae Yet WA Open Composes Edge Rbeglsm Owbis Door Yam a YMhout Glazed Wiled Open Sidelines (Invorigo a -Ts' XXer O)D4O vordauaaraul 1e P. Thermo T. FearCn- and Smoo1I Nmnlnal 69A391,8 tquoGmp.OtBnewt Opaque Y- 1114 Compow. Edo* RberglMwe Sings Door with Molded Olen ", elerts) (InsWngJOutewling: XO OX or OXO xnlyunuansl IT Th.mr-Tu rlwl.ClaaY. a::u 3­-3­ Nu...1:,e10aR5068ywr,lnyeataN.e<L Gpsyue 1Z91f2022 f4y Yea Yas NIA Comlomw Edge Rberglsq Double Door WM or ANhout Glazed Molded l c14.eide, (lnnp.Irl910tAe-ng XX ur OXXO «lntyf., I-) Fonda Depoflmert of Business 6 Professional Regulation Building COdea and Standards Product Approval Application Date 11 Pig• I N+ 111 t '•, ,-. _'1`-.- ._.. �-:'- .. k-.- fiidl Bllki gate 2" OWL&"= no Din! lemon . mkmLva Contact EMnlQ.ALhearas YYltard.leL a Ydiduld &tAo f2QAgR m Moral iris! Rwaven 2020 PGTIrWabw. Jms R.-k 4hriAy 6CC0•CAR Mesn.D,a Rr_CO.%At II!I10b.N IOr 2920 1124020 Appond or.wF+r• e.,.,hr a... rw• ^ •oO.c and pesI m.nsoc OutrCN.gory. Vdng Calwtp his Asserabsp Puaarw,g•galnwrAeac C.":ar-wnm: C Ncebw Map ar L"nst om LURL$98sYm 991meu1� aGOFWM INsrae h2Rcm2LL19a 11= 2tgM Lit Baatlla„En9g0 SgcNadEltldlmgis Ill Alnlat = 1WrIMt P-- - ---- 0 R'KM6e Whiny Merl. l"Ilt Vr,Y+FA *ll now Door nunr.'021 Yp Yes Yes NIA March 15, 2022 PRODUCT APPROVAL SPECIFICATION SHEET(2022) As required by Florida Statute 553.842 and Florida Administrative Code 98-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS A. SWINGING ThermaTru Fiber -Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.0/-67.0 psf 12/31/2022 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67.0 psf 1213112022 ThennaTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.01-80.0 psf 12/31/2022 B, SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.Oil -40.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205.03 +38.7/-38.7 psf 4/14/2026 C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 f#1105 (8X7) FL8248.3 +31.0/-35.0 psf 12131/2023 Wayne -Dalton Series 800018100/8200 #1123 (16X7) FL8248.10 +30.0/-33.5 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1124 (16X7) FL8248.11 +34.41-38.3 psf 12131/2023 D. METAL LOWERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 NIA (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series '185 FL17499.2 +60.0/-60.0 psf 10/&2023 PGT Series 5500 FL239.2 NIA 7/3012025 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/16/2024 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.0/-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 N/A 4/30/2025 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A 12/31/2024 PGT Series 5500 F L261.1 N/A 5/26/2026 E. OTHER 3. PANEL WALL James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 A. SIDING N/A 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272,1 - FL15272.2 +75.0/-75.0 psf 12/31/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum Sol FL16544 R5 +54.2/-54.2 psf 7/30/2023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALTSHiNGLES GAF 3 Tab, Dimensional FL10124.1 NIA 12/16/2022 B. UNDERLAYMENTS Tamko (for Shingle Roof) 151b Felt Underlayment FL12328 NIA 6129/2023 Ply lass USA, inc. (for Tile Roof) POLYSTiCK TU MAX FL5259 NIA 12,123/2023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 NIIA 9/9/2026 Florida Metal Products, Inc Vent RV10 FL21580.3 NIA 12/31/2024 Lomanco, Inc DA-4 Exahust Vent FL17202.1 +97.5/-97.5 psf 12/10/2025 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A 12/3112025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 100NS, DMC 150SS, DMC 175S, DMC 200S, DMC 5V FL17679.1 +0/-180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A 12131/2022 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A 12/31/2022 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A 12/31/2024 MiTek industries, Inc. Truss Plates FL2197.1 - FL2197.5 NiA 12/31/2022 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 NA 3/31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 NIA 5/2112022 Commercial Concrete Products. Inc. High Strength Concrete Lintels FL1774 NIA 5/25/2024 The products listed below did not demonstrate product approval at plan review. i understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) APPLICANT SIGNATURE OMIA Florida Department of Business& Professional Regulation BuddkV Codes and Standards Product Approval Application Detail :utJ2a22 I Ithaaa'Il II II"�',.11:1 � L,.I'Ii9I'I l', '. Pq. IIF LI LII:I:I5:11 . CAN Adam no jig Version Ylndraeturtr Contact 92nln[fl6WU= yaujftd ft Validated Yu IAnavrolled iltlY! Revirwn :C20 Iheartsiru GOrporabm �'-.-14.twr " LyndonF Schmidt,P.E Ryan J. King, P.E. OMIY2020 •37/Z(= O71292010 1tY1"CY7 Ap,,•7+edl C.z.V.ry: L-'I Wr C e "Y-CI ')437r PGAa409 (813) 7P.74ZW strbcauow. se.rg'11s k.AMnrlx tlOLr A-ser+Y,lr,a S1eM,a+FienQDlarmabtton compliance Whaled: "wow Report from a r" Flpride Replstered A1ChIl l a a L ICanuad F •,r da FLMM470.R3 Prorevilnnal EnylnYw, Products Sdo s Praducr Model. Number or Naha paaduct DOPIC119aon C 02M! EyDYaBon ties Aeeleaetl ear the .AAAMAM In Outside Oar Ilan NYM AM *W* 200 PMMFI 1 e Itrorna�Tru Fber-Classic and Smooln-Ster f-urinal 86e30.8 SquaLkrMoctaquot OperFle 12/31 f1D22 Ye.+ Yes Yes WA C-n,.erte Edge fibeglses 8ngb Door (In.-iripl0ua.ng X ow+fguraFon) b. Thorrea-Tru Fiber-ClaasF and SmoothSud min Nominal 66d30.8 Squat erpactIl l Oprprw t. �.+t �•0::" Yea Yee Yo7 NA Compol Edge Fibeglars Single Dior with adeb lJ (Ma,>..np+r3ute..,np Y[3, OY- u• .'JX[> wnhg u,vi onei 3 c Ti-rna Tru Fbn, Cl- and SmoostSblr Nominal6039 ?. &1p,x I•narrtSq,.ot Jp wlrse 12J311202$ Yes ins Yes WA Co.vw. E1ge frtegeaas iXwbee Bier Ath or wano,n 1areNra (Inrwryn�umn,np. !.A ar vAA(2 r„nr ,,ra�enxl 4 J ,-'IUFIber•Clasilcwd SlroOMStw 12J31 Yes Yes YY WA :t., rUpn rhrgl- Smgb Door - ,;rrnnI.npvrtC.rA nNm,ry, X-AfIll adon• .• Aq. al ;radBquw OPaq- 12J31 f11M Y.. Yea Yes WA COn�p.iathr C.iBe IIIaeglawa a,gle Door Wm v.;lalzals'1 CI+waWnyOuteWno, XO, CXa MO r,prrha uralains) S r Trleerne•Tru FlbekClasfk and S''noifn•Star NerNnal 8"39108gllol:bnpactliquo OP"o 12151 11 2 02 YIs, YM leas NIA Compr2aN Edge Flbsooris Doubts Door WM or N,au+ CkMMe. (Nsr kyKNMs.dnp: xX or O.XXc+ ronhplaehams) 7 g Therms-Tru Fiber-GMssnc aid'Emonm SW, Nominal 66e3G,3 altuotenpecui tuol Gland :21i1 12U. Y(q Yes Vet NIA Cornpperte Edge Flbeglaa Single Door OrrswrnalQrsrRre: Xwn(IpuaaOn) a h Therno-Tru Flbp-(:laser' - wnrroth :Irn, Nominal 6ae30:86quotRlpact6quot Glazer) '.:I't1I_O,^- Yes Yes Ye. N!A Compare Edge Frbeiyew Sage Door ram Sdelb(s) pRrvangK3+b•I+nO. X0, OX or OXO ConhguraboMl 9 i Th-Tru Fob Cv, . and S' Y. vas Nomna18L113686quot. Imyediquw Gl=w 1:!11, :10;" Y.s Yes Compwte Edge Fibegtaas Double Door Wd, c1 vAnaR a »oflMrnQ10u1amw AX nr cxBo wnfiguallons) 10 TMn'ru *,, F,ba-clearc and Smoolh-Ster Nominal 86030,0&4X.I,nNctBgw 6Ived 12J31 O= Yee Ynx Yn: N(A Compowsr, Edge I a.,S4se in,gb taxi (Inawr.g:O,d,ww:ng, %rOM,g„•eLOni ., v,rwrro Tr0 FFM1 Cl-. an4Srnoaea SW e1eAalNU aq:,ol,Impoat4.quoS '+laa•Ip r22112072 YN ..a VK WA i -1pill Edge FlOerglam San* Door WM $d,wws) (Rse-plow"na. )10' OX or OXO conhoutalions) 12 LTherme-Tru Flow -Clod aW Smooth SWt Nominal a&$*.08quotbnpad6quat Oland ..,!r.t) : 'Yea Yea Yes NIA Comports Edge Fiboglan Double Duor' mh cl wknold S d W- (InarwnpPOlAxwlg ax 0, : Xy,,:) cOnhg�urhuon.i I l rn Tnatrlw.Tru FWM-Ciatelc and 8n•IOOeM:3ae NINO - C:,M1A`IP n yank%, Impaa8quol Op". 1'2J31r2022 Yes Y'MA Yee WA :nnip+Y=Jte (_•fir@ } Itwglata So.g1s Door Wm 8yuw;NuvrtMp.aBqud; $a.Me(y I lnawnyOUvNMnW „OX or OXO palrqulabona) 14 n Therinil RWClell and SpIcoln-Star Namin416A0As1VOI` lmpedt6quat Opaque t2131rV22 Yea Yas Yes WA Compoele Edge FilsoVisess Owlaw Door with aquotxloralnWd6lPra. SideYec (IrisArlarOlNc.no; 031xo rorrgnraann) 15 o ttrrnM Tru FrbeY-Claire end a'rrrooF.80er NormolUMDSQLctkrloed&ciuot Opaque 1:J11;; •J::< Yea Yes Yee WA Composite Edge Fnusgfaas Single rww' wit,. 6quol;NOrr Mrdw[/Ayvw, :;ri.ha{e; nnswrgl,;anvwng. XO OXor OXOccrtligwatons) is p. Thornat-Tru F1berCasck and r l? Star Non::nal UX39 D IL(uotlmplttAI Opeglae 12J31r= Yea see Y« WA Crn:puslle Loge Ftoogran Double Door MOM 6rryol;hX%hat c1Sgoo1, SNlealea(InsaWOuWWng; VXX0 rpwigufamn) 17 g Theism Tru F,b-1 ... an F-ti, it., NammisI IS& &a AgLw1;Non-Imped&zx* Opaque 12/3100- Ywa Yea No WA I.:amp4lYle Edge Moisteeigle ns SDoer line Niowlserno; X=Qursi l 18 rThermsTN Foos-Clol and Srloolh-Star Npminal"011yd. 8 aqua Non-ImpactIll Opagw 1201r2tr22 Yea Yrro No WA r'.cmrosrie Edge Flbergla%&nob Door with t"arlto(s) IIIPiwnyC3utewnq. XO, OX of OXO ,'-fi -fionM I sTler ma-Tru Flborciamid and SrMWt-SW Non-a18AR34,a AquolrNon-tmpad&gat Opagrw 1231r202i Ya¢ YK No WA '"limp"" Fogel Floelglam Double Door neh or wthout SKWJWM (If+eV.tng/OIRlY4ng, xx a OXXQ is Ur+rlg UYallOna) 20 r Therma•Tru Fiber-Clasok and SnoetliSim N4rn.na I Ae314,0 dquotNon-1 mpeaA Li tOpaque 12J3112022 Yra Yes No WA Cwlmstte Loge F,oegleve Single Door (Irta✓/F ].'Q11awIhR• X o0ogtorllon) :`1 uTllorma-Tru Rbor-Clawsle and Smooth -SW Nurnn1. I P403Q 05gwc Non-Impaaill Opaque 12131r2022 Yvw Yea No WA (.clnra.rte Edge Frbo%lacs Single Doorv&M 3delte(s) 0ft.M010o1o.en0. N3, OXCr OXO conrbwallomi 22 v. Theme Jrl, Ftber-Cl.-. and S-dr Ste, N.-A MAGGIO8quothlon-InpWagllot Opagw 1:131•:tr.`. Yoa Yea No N,A Composite Edge nbrgmu Double Door Win or .dour Sooat" anvern;1 uivama'. xx or Oxx' ) 23 n. Therm TIv slid SrvooN.9tar Nominal 83021996WotNor. Impedsqual. Clesed 12131r= Yes Yes 11u UTA Composts Ec/pe Ftbpgl». S.V. C'- IlneWngrOut.,veg Xord�ourat,onl 24 . 'henna- T lu Fber.Clasero and SnloothSfar Nmmral 4WII4 r Squat N'rr. I+Yr,AeISq.m: dazed 17R7 = Yes vrA hip WA '' ,n:LY)yltr i,,Ve F,barYUM. !,single Door wainS,r'Ndlo!rvj gtn4W AplOwaw nR XO. OxmOXo nnn3u,r,hOrp) e0 y. TnemM-Tru Fiber-Oasulc ale Smoom•Sbr N11r.-I46.039.5$quot,Nme I1hpaee6glrol; Glazed 1213li= Yes Yas No WA !_ ornpoono Edge Filrrgwm Double Door Wet or Mthout SidoWes (IiserM1p/OsNeRbp; XX or OXXO COn1N Vraaoni) 1.? LTilema.Tnl FlDar-CIaIWCend SinDMh•BDIr ranmins1MAW U SgrucR'.No" .Impec184pyDt, G7tldd 12/31f2Pl3 Yes. vas NO WA crn'olwiLra Mngrr Frorglasw tingle [7rx1r Ilnswngh/ulwvra0 Xccsrfi0ura,.�arp 27 zs. TheX .Tru Fbar C(ausc and Sr oodl, ter Non,): A MIM 0 Mount I^k%1 Ir1R'.+a36anrw: Glazed 12131fX122 Yes i m1. No WA . am,>:,a11• C-:'1qn I"rrNrglaea Sr1gt. [bps .rile tiMate(r) (nnawrp/Ousw lip. XLO. OX a OXO rxmtlgu'.b-sJ 26 A Therms-T n, F I- Claaarc and yrroctn.: t., Nominal 86+I1l SquotNa 4rionct6quol; Glazed 1213lr202.^ Yes Yea No WA Compberte Edge Resrglese DoUDY Dom wM or vwtllout SW.Kars (Irnawvgf0ulewng, XX a OXXO conitpuralons) l'Lnt2)i2dSM I I .1dI l l I � ,ram RoA- 2M W N11n4or•4 end Dope caawr: C.r... puss "CUO oryi Sid" EXlror Door AaelOaes Carpliml. Method E +uabm R.W acm e FaaYa R.O.M.wd Armllerl I.'L�renaee FI:r.N FLMU32-U AOr.rstnr Fnpn4a Rpdu.ls 2W n'oduuaom,"A",la a' -ha 1 SERIES 410A1UMlNUMria^ 2 %1- RIC,4.041 UMMIlM E(ili 3 eFRIEF. 470 ALUMINUM ariD REINFORCeD 4 9ERIES420NUMINUM9GD REINFORCED aERIEa 420ALUMINUM SGD REINFORCEM t1r77111FJS2G am Vermont ItsDfdlnslm Rs,A- 2020 War►Datm,e dvlsb, OFOwmeed Door Corponalb0 Cr.ger, A -.Dupre s,41CAaan,Y' :.scum.• frtoav (:inn, Ar•»,M,rr [ tap.ence MMhnn' C �W,.r,m RpeP:n Iran flpn,Iv NY01 lUr 1MnYti10'1 M A i il'MS4u1IlaAde I` Mug try I Id 0nnry FLiM24e112e heWdi Saar 7"r0.RtMFh?: „ s11 115 10 8CONION20001123 11 6000410LMa200 01 1: 4 n ';^ 4+d1 31fAt YmIlO AA t�-r.1i':'p R.Nsrn .�1:�1 ,:erre•Ll a„Ia OI MJXi Inv, ..rwY: r.nrl n. Iiudr eWO.latxry: Enena D«+ i:gniniltcnta CarpelA•+. MRnw c.rlN<.i�.", ern Y hnmY r un u3Y,Re Framvda areO�leW eL-e-rlerm. 1 607. 78T," r47. 757, r".W a4r Singleand P16501 Doan Flonds Department of Business a Prdeswonal Regulation Par+ p+ Bull Codes and Standards Product Approval Application Detail plVll r LII!IIJIII'llll l:A a Oils a" QAcatallaa Do [ "mowa1 ..ndrrrels•>•.a Yl )f) r FaCAraruwt A29com M nrenr 9asrpnl Lon Roberto LOMi $IrvenY UridL PE 100VM20 IOg5r;0,,t ion W2020 1V15=70 Appp.-1 r1 e669600 rl 4 Ir,r)31t•6y04 pinmget10mFFo.00m 90 tAk&kLWM AIRAdcadfRUs. AMMid to Un haw lisido1 ftocwpmcdoo LsfXbtralelala1441t Ia211Mi outgo IOMt aselelrat P-slaire SERIES 420 ALUMINUM SGD OXO t?r;.1nn74 No Yae lip N,A 145•S46qudxe06ad: NONREINFORCED SERIES 420 ALUMINUM SOD OX XO. Xx 1s: IRGJe No Yes No wA e6equd:r40ag,ot NON-RENFORCED E(MEa 420 ALUMNUM 5GO FIEW OR, t 0 DFL: 121312024 No +tea No NIA SERIE6 Re At IWINUM S:iU REM I)RCEO OX 12012024 No Yae No WA A(i 4A JMqu•Y rY%nu,i. '•t RILU 470 ALUMIINUM%1U REM DRCED XXX IMI2024 No YK No NIA 1436n,0 01i& rat. Fonds Department of Business 3 Professional Regulation Ply •. +a ^ BunldiragCodes and Standards Ia202, Product ApproveAppacaft Detail NWMLg {� _ _ _..J�t,. _.. ales saedrne ➢o Conrad ArAbw&Limu ymimawev maim litildifilq PxAmniw Aparovst i1sH1! L w.Y•n 0..," 1.nrF Scalp JeAWP Amesoe. P.a. ttift 220M 091xzid hir3202u 12MUN20 AWQ-Vd t'3:.07 I6F4%l' PE 51137 (904)821d700 tlRpmIVIQMaynhdlRm.c Advained for IN, Ammvad ra uw jgaark QUAW hodAct OWE"M Cargrad andrallon, Dot An gym Qks".ftw% Bill s4a35. MeA YAdl1, 116tg8, Max held•. Gbdnq I?f312CP-3 Fat Yes Yin •3100M35 00 evallablaM Soo+ or inbnnadlN. 44dnd1 15&C9 Mac'H41n 144034 Mul l,sym cranny 12031=3 Na Y4s Yes +SO.RU-33.30 minable m lap o 1A irrvdals stol m. I66e39 Mal Moth 146M M4rhelgnt fdn0 sa1b312023 No vp Yes •3640i36.30 ale 01 in rot. p ntem1e61re f✓!vn Flor(d , Depdnmsr t of Business 6 Professional Regull Con Papa I d / SIRlding Codes and Standards Product Approval Application Detail lmn9t Oae aid Llae himim Dale 1, L%a LDalouuLa u XILMOM xdg" Adidisill 1 . A.,rsrr Akwmd a" Tom Rally UL LLC Troy borap. P.E. 12n OrA20 13r011ON l7rlrroxl A. -I ,04 U •a•Qo l a rad4) a4r•06so T6m reartQsaw eerq.t. 9uaftivA razat Anninslflf If 6Retlinths-ft tastes) � ELOOML2ngLUW .11, 1`100 GA"W and Lolrvrad S02M and pun cl t:.sti r; n25 Ym Yas Yes WA hdlpr morel dnpn Florida Department of Business & Prd6ssiorlal Regulation M.ge 1,112 Building Codes and Skrindsrds Product Approval Appl(callat DOUN Goy tsl_1Ltll or Ell Doe Q.ta Mr�lna Qp. I= kKm maomwGim go= Fib 190OL& 1[Nldl.dMagnesia :Nc: q uwvr 8aamxat am ReNron 2020 MI IlYmdbWeand Oats Brent amager AdMfben Nditlech" 1 3-It VrXh PE 11111IM20 Ih1'r'tIs1 112712020 APIXO.ed C0.9W. Wrlde"' 111 16 Y)33300 Wrwficpre+l hsocirron trtl, l,r-04St alm . Nona rrc.a.and CMVIUMY K%000: Csdlaes MAR Or )Mons al A.-- A-un d1M YH amamoLOLUM wing 219M a! ggaclOpertaem GSIN1N6t 106N.t In MAIM oLaddl wag aniim mselo 2 11' F:H 12272 Flo.Flalds Frsm41GIFG Shell Hung 100e2023 No Yes No -RV b1 Le.how Glen N N Cn -0 Cu >O S V L }, c O O CD c iL ca -v n- .� U Cn CD � -0CaCn ca O O 0 0 �5- O 0 CU Ll- O .0 Cn CD CU- o r 1- CU -0 W Z Z W J Cn L E z U) CC 0 � L CL O CL Q L Al U O L W U cV m 0 L w Q z J z Q J a SHEET NO. PA 1.0� OCT 2 8 2022 \/- /\ Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 .l._• N Florida ce rtment of Business & Prolessiorlal Regulation Pa eg ageb of a P5 FloridaFbrida Department of Business & Professional Regulation Pape t Or Florida t)efxtrtrnc,no c>t Hllrures:: & lwrotnr;u anal kuQrtiahun P,9. I ;A , Florida Dope of ButQvenc & Prdesatonal Regubtien Paae , Lr s (� Buildhly Cudes end SsanllardLs amr Jz Buiid ng Codes and Standards Ie W1 Building Codes and Standards r..ne' Budding Codes and Standards 'WT:I � O � �a Product Approval Application Detail Product Approval Application Detail Product Approval Application DetaH Product Approval Application Delall L L FUDWBtA7 ^ O ^ RN _.I I, „ t " CwN faW_ar Grit Gila Do*Pa0m pat � (� � li . SOa Rc+a,un S9Lalaa am1■LMlme 2020 Cerior, tlon Fea&lai .Ctllggafiidal0aeyeldeteeBr Yldidatat Steve an Landon aril. PE Ryan) Karp p,E 1W01t7rY21 lubmtlat F.OQ6ma1Ml Seana,tsdl Kd'1e/afYat 10713l:21Y21 t'277ty2lYSf toAia ApprOVr'd S� T.�gt y�g0 dllra�taLllm ) roalmsl.a.iiraoss YafArlC,RtA an ➢u GO,Femlua valaatl LA<AonDitts Gfit tlgaLr7JtAli tix0lh )r Itga Yw*.r,l. 4 Ma1rNYA'1ulw anLay-,X S.ira,aL tnXan,era Ir Mina YajQMW IN QKt 20 aaSPW Act oalloral yaG ACdraMu 20 A/■t13u1 Ilapol =xial YJLrat MNufxlu.r l�eatait ipdpt■,Gyiapta yyg�tq);gt YAiaada! Jg ag�llall .—_ .�/ / � '}a 1� Cali ftrT,u f:ategay, EAMrcr Down 0Soil (BDO)843.7828 PE•43408 (51317876`,F, M3-7 ARYrltaax. 2020 POTWso,rrb Jana RcwaMd Ma,-,itMkttCGO•CER /MrrJ•D.Lh aeCA'VAl 1tA)52020 11A}&2A20 11r, 17202o ApF'IwM Ne.l+rn .u,,. Ml Wndowsnnd Croab Hn e,A aI1lrlgn/ AYnnOran NchaeclutAr a9 our+Mr FI. 1, w.+':n '::+J5/!n;.I ,,.„.,n'P' 4xwwed Re•Ism 20]D rJ1 lNrndans and CkW:rs Caegay:"j-, rger gem ahf Pm.tlrm AM ledwal >aamwp Lalsa, Pa [7170115a300 Ma.vlowbKws Aswiftm 1717)31 r"r454 11R7/21110 11122y2010 11EJaR020 Prs[r ar.d A../ �/ CU :�F Cn SUDCYegMy: eww.•rglnp Faderdf Doer Asao111baoa ajtepefaontQmarmAfru on Calpwy: nr.,Mvlr, BubCd.W,y 5r,.pM NA•,a (9.r)4sO-L1100 6a)315-25s0 {7 IrVreM1M■PPIIWIlM1109.0 4w.aeay: wnaewn EI.p mMMMH l*Vk- 1Y,r,�n •.•:, •r.: ,• .reo, n.. n,.0 >„ , sin ., -. oHen jx,A a;^an "CulopetFa[M bMSnaabmlwd.ean ^ ffi CU (D Corllplleaee UWML E,raluatpn Rupert awn a m Flasods Rossetti Archaaol or a L)wmd Flortds TU-WlI—Mdhm-. C.owe von van a.lVing ran CmVtkn C am bbfk a LWAng Ilan McMlra CadifreriM ilen w Liarilr Cary s O ProtauiWdi Engineer = O �L /g� r Ll2dr I4U Products Cif Amrarae(a Um Amroxad for Use , 2@NM FLetr5:MI UPrw.6ua, wily Aatutorwo Amrowdfause Ada "W roof UN kmpw pedw rLn ever-Rll nraelrae gmdUAMWMM a JMk bm 2NAM O L O o— = W 3 A Apu,Owd der use J✓F1G1� lifiuu La!Flyrodum waft Nuffille or NNW y avlual.GFtallagle Crwwaa I.drdlon hula W HYML o til�m $i$ L - Jns' evert SdMkdgf4UAUM2M YLLtlYQY.26bkkAm RUM" gum" 0291 P 'M"9Laa0M 'tea Cotfw asessusion, Dart In KYMZ Ouhklo IAMZ gum= ftLu Ct: O U— RAS Prosi rdodg. Numbs, 1, HVM2 rxi,sl^1, HVM7 P-Mard la a art 2 SH5500 JIL" Mass tripod) ,y,r ,: t:InWln l.,r+,1 N4rW.• drrlDr.'G25 Yn Yn Yee WA I HS tea Fln and Flerg. F— 71, ere.r;lasa G>J16,2024 No Yen No .YuW55 t 185PW 73x721nWaNd%., 040,7023 No Yet No .e0'-a0 CUI� 1 a Them Tw FAwor Chase sad Smooth -Star Nominal Sam.$ aquotNm•Imrmpaquot Opossum 12p11M No y__ 41 NfA a'a'tCU O `V Composite Edge Fiberglass Single I)m Q rinFwrlglOuWwing X Wttr,fulatlrinj G Therm Tru Flbar•Clmlowd SnwcAh•Stof Nominal 5 030, a equoiI IrnptlodlIg-t. CPagUo IN3112022 No Yea 040 NIA L W L T.onrpoata F.Lgtl Fdwrglete SWyla UK.,e w1m XI), OX Ox4 W 5orwai (Iml—gAQUwMmJ: 1x I.gurabane} 1.� U) CU Q 3 G Thermo-Tru Final Lls"11 and SmeOrAFti err Nominal 530.241 12.n1+202) Nd YM NO WA i ICU• FlbsrgComports laa Edge Doable Ooor WM n // ^A v, MMOK Si1ldlMa (IneMirlyOYONirg. XX six O)tX0 .� ror,rgunsna) 4 d, Therms-Tru Fiber•Clmsic and Smoolll-Star Ndmlnal7$;3V0k.LoTNon-Im dtGquut CII 12n1fN22 No Yes da3 WA Composite Edge F Ir,"Ian Single Door d aThenrp-Tru rWenGaaab and Crc ,fits-�:ar it nawnpK)Mr+ ; x Codiplt"mw) Neon— I Gwmo Otvqub Yee e:lf NM ComOoeMa Edge Fbergkm Single Door vvb WWI (lrMY.tgf &kink P XO. OX w OXO & I Them tru Flbar•Clasalc and SrnbM Star volIraken n6) t'k-nal BaP3p;G aquotPior mpadagxX opaque .n. Jl:cn; C es rJ., MIA Flonaa Department or Busirri & Professlonal Regulation R,gr l el Florida Depedrnerrl of Business & Professional Pagulation r.ye 1 01 Florida Department of Busin"s & Profesa4onal Rogu'Iador' Pegs i dl 0! Crm,pasU Edge Flbwgha Single Door FWhI4llrlg COCAea And StAr(TI I v= Building Cotlos airs SIAI tdiii 11v;:va, Btulcllnq Coops and Siamiairha $*=I (1MwMnp pytewrg; X Ow#4Wmtlon) 1 9. Therm. Ttr F,bv CkI and smaAm Talmo alamnll aaaso.o &q..kw.n ImweeiLe ,at oplesu. 1241 Q= Carnporte Edge Fibaglae Single Door wth fa. Y.e PTOd3Ct Approval ApPIlcaY0lDerail Product Approval Application DlUH Product Approval APPKCat0rDetail Sdel"sol e-n wngA0u1"rTg, Xr). OX •.-r OXO .s. „ , . I^ R.tii. IIdI Vd +'I:r i!Ipllr T^ IIO wnlgKAt,aI,1i , rmTr1, FIUrntl.:xxann1201 Yw fill, NA ' Composte Lope hbaglaas Double C'.sor w1r, or S1aY id■C,gC • VrNt Aft 2AS nrL sia' silt �r tLy1r a Gait alit 20 5m BOLA lZrt �It GYazamm ■■! vM1arxwom*ea (InaNMgrOKMenq; XX or G7,XC 1�gy y,,igy MAertle[lu,a CurC •.a lr,Q FIDC Annmrd ,I '�yi ,y. ]ygt ;�«,aj;L Mr,urx:+ sir.^., el,oar, Enufrwn a u,:'mnr VwlidalrlMd Y�ed FBCAmroxd �1� ]fig �, �m � t'ggYy D t, diner ma -Ter Fa»tChasiC and $RXywMScar opninnadlona) t4dmirW a&11N8Mryot:Non-ImpaPAq[tot, Gkaad 1 ,. 1 :+:I^ r,i, via No r M,A ARYms,Kn :u:i, Ptrr sin x, •ar ns .liner rinnrrswl Mnrm. IOAde acco-C&N Mlgr*Dlde BCCO. VAt 11.e512 N 1I,05,:o?l I„1'�I;:, MI+'+•.A �h.,, r.,l :':.' . ! •', . ,v,, P, •. nl taun I I. , :: 1 rr.r•,+ , 1 :,1n:mn 4 va::,m. PF yet I,3,pv.10 a 1,:NOr)�IVCI tl: 81tat203u t?/t5r2425 ApppW Mrrratkn 'tii „Nt I Yndl _ ., COR tawNd]ada aCCO-VP1 Jenf RnxO W MAM 1'7a4a I110 11,0&4020 11,0&da2(t l41,12OA1) rY1x•*+J Composite Edge FibKgkN Single Door c 91" 11 1.1 ra.,, v,hd-01PW (TEe)3'15-a5al •,:«�, ) - �r ,:,:10.11.0, ,I r..,.• ,: , GN.1pY-YVn.Jw1 s-,..` lu1 (7aq)3,344" laMMerIpIV,asA9ag', X entgumbon) l e ca/.ga". T Ad v.—I kieryllllmwts.0 III, ,".. F,y- Nr,A •n . k+Ytln '4{a ftgmnrn:>.nni anwCM .gory M,I.r,s NtnovA.l na,aarA,: M[.71. 10 a� . J. Therms-Tru FRMFCeask and Smoo IFSGr NIA"elal SaA[Sa:a ftotNon. I mpeetsgtat; Glared I"d AI IA17%.i nIA> 4'mt 1Y, NJA cenpllanu M.mm: CNWcaam aA,er a LMnng PI,I C„rP lane. VWI'.a Lr 1,14.1 H.Pon: ITWI A CM'dlrwKJ MYh1d• CVWtOW Men a LWIn2 rnl ianporY Edge Plbwglea Single Door MIA n ; ,V i„ r. r-A„nits, .,, cl,ll+r.r s+ :• r.lcm •r. i F:I Plan `tdrllW!y 11^aWIgK)I.Aw'tng, XO. OX or OXO FLAml.14N hadada 1':'.*i<'I s:ur,nl E'n7^«1wr LIA2t.L�.l.}.S!a0lat:t (r"I'g.mor,Yl 1urar0.e rrGA dL•ad ra llY CLAWAaewwfoe AbnuVWfa,LM. AMresadI.us, Imgas gtYat 1I KfnerrrN:lru Fdamr.C'laxc..nA b.,,oM+.tlbu' Fiamrgl nail',,;, elgluol.Nw, In,PAr1&n :laa.d 1^2011 r2,Y22 14,, Y.a NO N1A 1W le,20I Resort flarbw w m4 Floodual.Grm7JM cli.rAM C.W d ,n, Octet And' ,W I4YH2 O,Plyd, IIIII (Taald Restwoort aMiin Pa.+ArS>•ehee,da I��L& q�,i GA181lMLSMaLMIRaD/BR kLtlYlli , ■t Cd■Illt Coml,oewe Edge Fiberglas Doubb Dour lWh al FA h" Sd$Wms (IPWAVOUtNOg, A or OXX1,) 5 r0V 312" gran mt d. imps 1, Vnsl FM.e INIII w 14.YO2 . r „ r-. wait ,gyp„ TVA er aA a L..w Disease, 1 kt#Sms lAM Dow o wd"Ww o NYrwp NUICO DS,2 Woo Yes Yee Yee WA o0n adona teaL� o Proe,_M.Y tL=bwnew,M 3'7& nroawl:x,�.,E MtA.n § (� 'Jena nl Alurnnum Mubu, 1 '--.I Lou= Ou1,id. x1111r Y., ) Vie 11a4yg1 NIA. 12 LTr,arn.•7ru Fi4ar[,tA.ac and arrruWlr•.4u,r ohNP )nn 1.-, 311.1::;'J 1lurnrrl Tae3e:4 aqu Pwa6,luu4 Cale.u,f ". .a. xa 'A, NM Commode Edge Fiberglass Single Door Ilr.a+nnpn714svwA7. X co of gurdion) 13 m Tter— Tlu Fib., LO-1.1d S-0, rls, Nomnal 7&#%.0AquatNorw-ImpaCt&gLI GWrerf 12111 Feo Comlpmoa, F 00. FnbwgtAA GI a Carr mth Sdathe(y (,nxwlg7CAJlevwng, ?.'C}: OX ,. (,XcD Wnrrplwaltwons) 14 It Thelma.-m Fillet C,"" and STA1,0 h,SW AlomeMl 8aw39;0 &quotNon•1mptlrAAquOt Gwee 1;,A112(r2: NO Yes Me NIA C,ornpoalte Edger Flbwglm aingra Door j nW."DKxft..v X rcnilpuneoni 15 o. Thir—Tru Fiber -CM s. and SmpM•Ster Montreal MO.Si 0&quotkon• Impw1&q.I GllaasM 12131112L,Y1 ray Yw six• NPA: ('re now'. I'll. 1 ,I,wO,tar C,r.p4 ryx,r .4•t1'r S40111elA) gnrwr/g7OutAwlnU )(0 OY, n 1Y,,1 Florida Dapaltmart of Business &Professional Regulation p.pr n a, Florida Dopartmont of Bawl ass C, Prorllsslonal R,3gLlmrton rAat "r7 Florida DeparanaM of Business A Professional Regulation P., l rw a 10 p. TnerrtV•',I, FIUar.L:Ywn4: lend `.•rr.,,".'tiFar '"'Isp 101ons) I*".a Gera°'p,O.ktUnt.Mon.Impaetayl tiA :,.dyed O2f31r2022 t';u„uue+r Cay. F11O,91een Guulkl Ell. .M•. 11 No Yet INo NIA Bali Cotkls arxi Standdards In Z21 I019:O21 Budding Codes and Standefda YoI r51dekes (InavYg(Outoo dng':.XX of OXXCr Product Approval Application Detail Product Approval Application WAIT n Product Approval Application Detail W wnf,weaaori 17 q Therns Tru Fiber GkneK end 811MItt 3131 Nominal 030t98;8&WotNon•ImpectAQuut Om1213'i 2922 No Yee No NIA Composite Edge Fibwgkm Single Darer Moth Tgnaom(hraA,drglOeAswvlp; WWFingYr:aon) FLA' ax RA 1 ., <... fi+.>•e '. -. rlJn411241M .... ",'. , 18 r. TMII11a Ttu FibarCease.; and Snapth-Soar MomF.al t[Ba43'a.08rquotNon ItI " r)pLpt: Opaque 1 r. • •, I,"; C3ompell06sdPtat q.rA.oIriplo rk,ol w;tn 'J. Yp No MIA Yam .-i G.a4Aml,l4 pan,Reelurw �� ar,aWeaaue n.. P yN y�� 11I A .,_ AI TYA YIIWI as4[glrtiL.0 calla Clain a.&"taN1 Y18blatttLk VMINO MW rLii, iA01IM �a (a)arKl T nnaoml gKJur. r:q �,+W.i OlOxDOXor rtliaxO amMlglKalMnsl FtMslm 7g20 JIfM9liwdle 8ul10rg PrO.LW Inc Cna,u'Yaclr V. Aadrox'Tan Jinn aauMaN.fe: E. +71 C!4'✓sir 1,..A ",;" +tr7.^n't ,3n:y FBC AnC" R.•Aaa+ 2,1A0 A.,w NIYt Thate LyntlM F, SeImkA: P.E. %aitJ Keg., P. E. 07Jt 3r2071 d2,15r[1i21 Ll'2fl2,'; Ij'21 (Iif; 3r','P71 A1xa W.vl Rm0000nl 2020 (W Mob sira" small Narninan Jan"W hnarewm. PE rlq,2512ph7 OIN'21r2DA) loilmo20 1zm"2'0 AewwW 11, aThwma.-Tru Fbt,CLANK: and Sm:atlI Noninal&r,Rip;g&gtX7t,NnndRpatA&gnet, Opogia 12113VIC22 NO Y" Nf+ NiA C4.9w. Mane"'. 1.0, a+-e11d F."1462 1312):M>•23Ft CA.W.W. Pau. WHIN '10I 366 PE43409 45121Y76745541 GNeawy; atnunna (ovwred•J•11 Pli-Woo Is)+>rI:-d:a. Composite Edge retaliate Single Door -tin erOCansidi adng <ie f e,ncAn,tgy.mtMrwd OwkCA.go,Y• S.(I 1 ,,,1 , 1, ("Ir,Ia cur. eubCMteary: Awroak 51ruow+ mRNAepsf.mem mi SiddAe(ei (Awltelgfoupsairgi XD, OX IT, OXO a wpllace Method: EVMMIM Retort awn A .ruts: ca,ynanc.M.Mod• EaaarlM Rapw1 Aob, :e complier- "".d: eNr . R.don noun a .^_nr'Mnuoua FMod and adl SIT ogurabnnd) PWINa R.Oml.d MrlN.t aor. .—WFlIsid. Flaidn ReOiatend Aichlde:.en •t x n Liar,d FI„rda Flood" d" RayyaMredNdVAa:t a UW.01'.0"s 20 t TnernonlI Fiber.CMaOye and limnafh-5aar N=IM5 UPI aquol;Non-ImpoalaquI Opaque I "I, i I IXIQ1 No YM No NIA Pmlesshnr enjonew r'r:af¢eslMen BnynmeY Proiaplm#J Engineer Camrowto Edge Frbaglase SWnZle Door wiU Sllldrp(s) onv*wg'Ovomg; XU. OXa Dy(a y�,lt),p�.{gjgggude FIye15."t: ItsN•nn irl« (:an•:_w HI -4 ail ,a>;NaMrabonc) AOteIn wUAe AbOf u 17WKVAssurar Et I Q"Wl Ou4iW A, —or— AaKarM far U, A-,-W Pair Ilas ke■L 9CAM LW�■Lifd A 1W= !� 21 u. Thormo TN Fbu-Cka"lc wd SlTmdt, Stal Nomlrell f ZXV,'B squat Nor, rmpaMSqunl Graded 12f3UZ02J N., Y0s No NIA awe h90.vSl�mM..tlt9!gar wlOuM $QdM1-fin Sg111{e,LEMek ffiWn.Qflir BFH�itjj Oulerda•NVN3 R4rM.tel L7l2MlEi .a P nrmwu+Mudal�MKrlbw err )ant. Prgdu'S Davcriotlon frK I,IF yyN rrn?pA1. i+NYHx 01"Miner R.Od.r1 Praawn iAlLt hoAatYadlRrwbwaYrae 2 16 t%llltad Lsoela WmpoRle Etlpt Fnbtrgtlss Sklgle tX»r ylrn 51Oew.)(Ina GuLa41n d >v, .•.U, )f. sir ^,'ern 'w t C.Til i,.,V [+rin:t {tell'o To 41 ailing IJ'I,r I;, Yes Yllw NM WA — 1 _— -- - a. AXWa.2T&}rOr$01R Vrnt Or 3dtd WRy19M'a I Y'es W NIA I WFAsphaM lraaf 9Knglaa Pbonlyaw raio..d]4R Ismaded.'S.raband 17r18fiax2 No Yn WA WA Colmllwous Flesrf am Sal e(Rdlpulattxro7 a 2 H.rd•Par,k LeV ere:"9 ew,- —ro 1ep eking ,231'3 r.) +,:". Y«u H,A. WA a Aqua:allance 745,1 aPMt 1IMtM 50M V1ne1 SONt r I ... i:;: i,u 1l, tilt H,.. •INrtP nY,Awr NnaM ,,2K Themla-TN FberCleatc and 6modib•aar Nominal9&M38:0 &gtetNan•IngtA&n,lot Glared 12P.",tt 'I= NO Yea No WA 3 c A,Nea:Gratnarar tillage Paadtdrane: soM WAIT w Bold Voll kore 12111172 ale I , 14 IUA: Compnale Edge Fi mlim tingle Door with 4 d Aqud;WAqud: SMM VW err sdid VM1 situ 171314023 N. Ti.,. 0. N;A Sidelte(e) pnSWWIWCUMh6V; XO" OX a OXO E a. Agad:Chat.r cw1AI 9OrN Vawtw WWI V.,)1 Sant IW31QW0 No W. in I1,A GantlnWoua Head and SIF mllhgMalkwor) 0 1 &nud.S,nr Spe"qua; &lab Vw,l aW d "eryl Soar 121312023 IY f.. Its 11;:4 23 sr The— T,u rit— CWax: ail AJr Wtw St., lisX3g,0 &ga,clCNon•Impatt&quot Opaque 17l;31r?0:: M:, Yea No WA <:omivsdn Edge Flbefglaw Donn Paned Anilh Vented SidDWW.1 0nara W0.tswrr9, XX XV..w XXV owftvfg►an.} :4 x. Thema•Tru Fbw.CtnfAc m4 Smooth -Star Nominal 8101I.W 0 Squu lean on,pact&qua: GVtaque 1211 No CompoRk Edge Flbargias D w ParK y+101 II -Nod Sidon" ){1,r.w.rpADWewng,)01)000 w•rXYY Cw,rigrawfins a) 2`1 y Tnerma-TN F vat Classic and Smooth-Stor Nominal 66#U;BagmtNon4n"c*gtwt GWZW 12r3 1/?r,122 NO Yea NO NVA Clanpoete Edge Flie"Was Door Panel Islas Vedas :ter, s) 4TrrsrnrryrouoMarg, 70X, )O(Ku X%XX Florida Depa rtrrlerrt of Business & Prolassbnal Regulation paw 1 dl Florid Department of Business A Proresawnal Regulation P.w. • err I Fbrida 0apa rlryi Dr Business & Professional Regulation Ni. I a 1 aon,gunaatA) BUIdIrig Codas and Spndands :await Building Codes and Standards Lnm; 1 &uild'ng Codas and Standards rm12pt1 20 i Tf wwa Tn, F bet i la.s,c and *—th-lew Noinina, 101011.0 squet.NOn-irrpalasquot Ghied 12F31f2022 TIT,Yaa NO PAIR (:ampcwda E dga FbwgWa Dow Panels wah Vwtad Soda e(.) (InsvAnlyOLaswhg, XX xxx of xxxx Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail o'a,tgurabona) ,. ,i:.,.. i, I . a- n ^ cLMJltagn,+ �irilall&et ` • _. ,"•. IIII ,;: 1. ,' ';sir r-. •' Ir1 "' "1I.' 27 as Tte.me-Tru Fll'alr-(drawn, and Snub Star Nominal UPS), 84gactNM4npaOlAquot Gls2ad 12ril;2 . Im Yes Na WA Cdttt e E r Flbe lax Finn. k Clnor wth 38a3BD ix+al rip r9 p _., . I : _.: .: I .L I 111"Ll.„-,., Kt lull it .Il.b;l„ ..I,„..,._ ..,,.-.rsl1.• _. 1,,,,,. i:, IL!dll:::+"IIk..,I l,ld,�:l.11 SclrltesJ 0nnmary(jutswxg, xO. OX err OXO- Si2:[M an*, Or GdE plea Oda P.,,drle 20 :,.n1 antBY1X Cgs! Qaia i1JSt F_tyrerna ))gild! iiS16 MMgL 2S0 an (�g00g ILL ':111 ab: Thwma-Tru Fbar-CLaaieaW$mmm-Bier OwAlgura6amj Nominal 6&030,0&gturA l'Is)n I",414anunt rived 1V3112M No Vn=+ ''A, ru.A, ]lean Vast- voomceiI Y iialAa6 anarmer A lfr— Valldaada,, .1A111Ii9LrQ a DIY &,,,-t a" LVA Mgt lt: laa•rx„an C.ry �t trLAI*dALMMU VanWs+ed as MWAW E&Mdtltt PICAmreyd ARMUM aduL TV" Manion Mandaenyrer C M N,9b erAUeanw YMMMW as YMYY Iddad 1 m w .FeC ANN" AD a1-Rn C—pe.lb Edg. PIR—ga:w rlr.H-A. Me-,04, Re100. 2020 TAMKQ loin 4 ng rl UUWftL L� Kan Edm Racal Neyrr sir :ten '0. :•rrest mow,, PE 1ao4,rio2D 04794020 10MM020 12n Sr2020 APFwu',.J Rru•..., .. I"H V.n ➢sin In n• 1"1 w: ..Earn.,":sin rntr n' n�nAryR Pnea ST.ten At IAIIch. PE t)9,r17f1070 aX161 Oa7=070 17"1 ,,W-1 4.110e, 2920 0IO04s MPM Products MC ClerN knee Jenew L Bv*or. PE.e Or~M Onoh PE DkWrA20 osr"M30 IOOM020 IWIN12030 APPWIJ 38AII SWeAn(Ine:wirlpfUuw'mnp, ('lixo calla". Melaril r.l 52. A64e PE-30106 I.�a//�t�:"A far,lr.,.. y".y.t.NaL+I� r..,":•.,.:,,:,n K «.1 t .,w r'ar,,. Cwagwr: Issuing eMe.)rd.'[-a100 CSUCK agnwm: Woo 1TIT)3,rda% eerIN.Ta►g,l} abfdeaaq UndMAe Mda kwn_e f n rFY. •.t ncxn Cahraz I: Among tonyQWn'.Wooht4'�', aJICM.gory. Rubes kmeaiea err en an tlMp('n.n,A e.:m PE-31242 29 is Thamn Tru Flbdr ClassIC aril 3rrxroth Star Nemlnal S&M .0 AgUANon-I sit 1,i31fN22 Irp1.0— ,,kin rk Yee Fio 1rl,A Canplhrtse Malhod C-MMMam Rapat too a aLbct Raatn AtYw9enn mw sir an *Wm 9 a 1 s>on o to Regan ^ lr • p $Yal. s;u Pw.l. Edge Fibwylaa. �, M Dow M•ih Oaaae,d O W OX QXQ F,aMu RgN.r•M )Waif e.v Uew,va mo.lw lmepal Pad alma Roafnq system Cw<OP r,r M.thnd E4dur R rrYl om A Sldelae(s;, I,Ins14n0i0[Aawerv: or Optyun b•3n.) rY: Ysa NO NIA Fra.a.ermh Engine. Compilers, Med,ort Evoulolen Rewal till a P'aMa Rea,fil0ndama.dwnlu:a,lee o-. yn,1 GIMda HAg ftnred ArJw t.'.I a a . er,n .nJ, InAr1a Prdaabnr inglnew 30 tit lllprma InlHbaM1(.1e1a9,o and SmwaP-Spar Memrna :•&M." ,,quo[,FJpn•ImparA&1wnr LaAred 12J3r''i ti4:f r--rwv,.,'ro-1u: I r1Jewr,n ti rmpowte Edge fiberglass bauble (lour wtll r.4 iLa2i53L1.R7 Prad_Ios Raw 0 SideMes IlnaWrgiOtr solo"I oXXC Q A& Aew.r.ra Am,ev„d la us. Aaavu d',x U, k,,—', SMia.3 ELCJifhAdi: Aoerdvedfwtea Amrdaaafaum � 20M 3/ to . rhw m.T[u Falar.CMsw and SmoM.Stw oonhgunuon) Nomlha' 711410 &quutNon ItnpaoZquct Shallow t:r3 r a:i♦.: .`JI: Yea No MIA fill R w„<I Reed. eA.,,bw w Muse � Corlka<1 a,mi,'eaM Dint 1s HI Dua:ae INItI A�ydyt, `A J?++ygp,- Il,A AaMawd la Oat AuumyW losIlea im2w 291%L g$�a�d.�� •.r � Jygyp ,nn�0t 7arat tX hangtodTf7A�— �,a �Idt, gall paraslrpA SwlesGrnlFaaaeF;tlpa l"Is7..•1 Flhargless SitRVe r ARK,) R Cod Jndesilmew,(HWZ) Asti undnm.yIrI la ulA ill 0l:, We tM11"gPJOu Yes N':: glad RmWAALRdd.Moabw2LMree Lorain 2n Mahn fmltsla.EL"aralull�LQHe Je.igdlL !�"aglE diaaMlats P.uaR,ia 3-FLAf�. eJeM&nYM' paaMdn" DoervKh or Mlthoul IAeKlp.« SAVIKm1s) rwisdeml o 1 'A0-11`1u Ter, 01 Rld4t vhnl.aP FAIN W, Tic :K+ ua vial :.. 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WL, .,,.11; I.i'n Ir"L 'vr3 INA WA Florida Departrneat of Business & Prolesalonal Regulation YA, r ° Flonoa Depertmert of Bucdeess & Professional Regulation r n' ,r1 Florida Department of Business & Professional Regulation Asset! & I Florida Department of Business and Professional Regulation Building Codes and standards tr":dV I3LII d,VCDci&a end Standards „ir,. , Building codes and standards ,ratan Building Codes and Standards 311512022 P/L,ducl Approval Application Detail Product Appfoval Appa<atlori Detail Product Approval Application Detail Product Approval Application Detail t:LR1ii®2�4Ga[R ''. " ",' I I elra.aa. s F yfd101. .. ::. : 7tJlt y y,,, perwion 2 yJ,P MITTUrw;i.m, L (�n:e ■birJd &Utllri Preps a, ere-... Vaulted Fb Xe01,a JNley demos L OtrKnM I I t. 4 I IL'A, pE RMa Rat No hl *& gagAm SAMUML a ra .,:r 11!l32a2V 117251'207a t 1c e. . '2aa Adr,_1 aMay1 sir.. ,. 2 rRr App, jraa voink- Re4ron 2G20 Yrusc urw gneal Rnanp by"<v Y,l. C. 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Wood SHEET NO. 0 MI16 err VA bled/ CdptCrsoerhi 4 01163 '40lag. npn aaeapartas9 dameda Peter 1xf31d2022 fm yes MIA WA V11104 sit, 4 TJW ir.r,7 igruC111aV:: Pn C"ra,lc lariKf of OrnnlWBlraad :1,r 11 071 Nu r,1A. oewd m:,, hc...,1 5 PAT;NDH9 2a 0a. no sts"s) tunas tem pleb 17J3t12002 V. 'r.t MIA WA S aNywMausw, Rm roan CNr,Pa051nnr1 Fkn•d lr rm: nwe•tl I]'�r:�rr, t•:: NO Yes WA 8 Tim Will 1aga Weer<en'Wisplalaa t2131=2 Y. I., MI. MIA Pao. 01 201 lrotw --'I I&W.1tw4", Yw Y.. 11. lUA March 15, 2022 PA 1.1 OCT 2 8 2022 \/R/ Virtual Review Assist, Inc. Plans Review completed and appro ed for compliance with the 2020 FBC 7th Editio by Debra Anne III PX2300 e Simpson Strong -Tie 2020 FBC Approved Products uPuateL 12rJQr:111:1 ©For direct Inks to ON 8$T approvals Isi below, C L IC: K HE R E, -i I -a 1110 1YHfOrn1Y tion regarding F1010a'9 8talewWePIodtet Apprw9b and Mrt-OeOt'our, t/ NCtYe X Maa Mnp (O l.CLICK NG'(L FLR2356-RT Anat Product ModM. Number or Nanw Product Doric nption 1 Titan Stainless Sinai Conorsto dt Masonry Screw (TT NSS) 114" diameter 14tn stainless steel masonry screw FLMD66g-RB A,yg jjt Produd Modtl, Number or Nama Product DescrWili n ' 5D10112DBB Outdoc t Accents Connector Screw 2 SD9112, SD9212 S010112, SD10212 Stlr)ng Drive SO Connector Screw 3 SD9112SS SU9212Ss $tong-Drws SD Connector SS Screw 4 SDCF22434 SDCF22ti,12. Sfx:F22614 SlX;F22700. SIX:F22858, SUCF221(114 Soong-DrheSUCPTImber-CFScrew $DCF221134, SDCF221334. SD(:F2711156, S1X:F27235b 5 SDCP22434, SDCP22512, SDCP22el4. SDCP22700 SDCP2.2856 SDCP22912, Strong-DriveSDCP Timber-33 Screw SDCP221100, SDCP221134, SDCP27140D 6 SDHR27400 SDHR27614. SOHR31100, SDHR31614 Soong-Drve SOHR Combo4lead Screw , SDS25112 813625134, SD825200, SOS25212, SDS25300, SDS26312, SOS26412, Strong i)rive SOS Heavy -Duty Corrector Screw SDS255W SD.S25600, S0S25WC 8 SOS2511258, S0S25200S8, SDS25212 SS, SDS2530OW SOS26312SS Strong -Dyne SOS Heavy -Duty Comedor SS Screw 9 SDWF2718, SDWF2720, SDWF2724, SDWF2IN, SDVVF273n Strong -Drive SDWF +^loon.to•Fbor Screw FLa10007-R8 aims Product Model. Number or Name Product Description 1 ATIil AT R112. ATR5/8 ATR314 Threaded Rode 2 ATUDS, ATUDS-2, ATUD9, ATUD9-2, ATUD93, ATUD14, ATUD14-2 Alurrnum Take -Up Device 3 U-316-2. BPI/2, BP112-3. BP5B-2, BPW8-31 BP314, BP314-3, SPRTU03-4 Soaring Plat" 4 CNW316 CNW112 CNdV518, CNW-3114, CNWS18 1)2, CNW3r4-98 Coupler Nub ,, C rUD55, CTUD65, CTUD68 CTUD75, CTUD76, CTUDT7. CTUD87, CTUD88, CTUD9r. Coupling Take -Up Devroe GTLOW. CTUD99 6 N3, N4, INS. N5 Navy Hex Nuts , RTUD3, RTUO3B, RTUD4, RTUD413. RTUDS, RTUDS, RTU07, RTUDS RatdrMing Take Up Device 8 1 IJU9, TUD10 Total p Do, ice 9 7 UVV36 Take -Up Washer 1U URS3 3'B' Uplift Rod Run Twdown System 11 URS4 112" Uplift Rod Run Tiedown System 12 URS5 5/8"Upl!R Rod Run I w itmin System 13 URSB Silo" Uplift Rod Ru'i Till ,luwn System FL#10441-R6 Jal Product Modal. Number or Name PfodUctDMMXM 1 DTT'2 Hold-down HOC1014, HDC10722 Hold dfw. .. 3 H(yM8 HHC1011. HHDO14 Hold-down 4 HDU2 HDU4 HDU5 HDU$ HOU11. HDU14 Hold-down 5 HPA28, HPA3-, Strap -style Pullin anchor 6 LSTHD8, LSTHUBR,J Strap -style^ hold down .1 MASA, MASAP Foundation anchor visp 8 WAl32, MPA144 Strap -style purlin anchor 9 PA18, PA;"i PA2H, PA35 PA51, PA58 ,tap-aryb purlin anchor 1D PA118. PAI23 PA120 PA135 Slap -styes punin anchor 11 STHD10. STHD1 ORJ Sir"" ho'd-dean 12 STHD14. STHD14RJ Step -style hold d,iwt, Simpson Strong -Tie 2020 FBC Approved Products Jpuated 1:ryt 62o ® rot direct Inks to all GOT arxxovala Wed below, CLICK HERE. s For additional infamaum regard -rig HakA's Swive s product Aywo"l totem and Marry Daw i.uii Nouce, ofAcaPtance (NOA7. 21 LB series hsngors I up (lunge hangers available et width of 1-9116" and heights iangmr Irom 5-3/8" to 15-18" 22 LBAZ series hdnpors Top flange riangsfs available in width of 141, and haightl ranging front 9;i/18" to 13-IM". 23 LE1,3. LEG5, LEG, &tires hanpets Top flange hangers available M vildtha ranging loom 3-1/4" lc U 7/B" and hagids rang rig tiom 9" to 33.1t2 24 ME05 'VrLG7 series hangers Top flange hangers avaiW)IO in widths ranging from 5-1/4" to 6- 7!0" and heights ranging from Piro 12-1r7' 25 MIT series hangar& I up'w"go hangers available in -multi, lang�nq frum 141le'to 5- 1/8" and heights fanging from 9.1 /4" c, 24" 26 PF, Pf B, PFDB, PFDSB Sams hangers Top flange hangers ovateble in width of 1 -WI (r and heights ianging from 3-38" to 7-1&' 27 RR Ridge teller con nectar 28 WP series hangers Top filings hangers available in widths ranging tam I.9116" to %- 11B" end heightsmnging 9-1/4"to 32". FL#10860•R5 inj Product Model. Num bar or Name 1 ABA" ABA44R,ASA48,ABA40R ARA66 ABA68R 2 ABL144, ABU44R. ABU46, ABU46R. ABU5.5 ABU5-6. ASU65, ABU66, ASU86R, ASU88. ABl1R8R, ASU1010, ABU101OR ABU1212. ABU1212R 3 4 A W4 RZ A ASW44Z, ASW44RZ, AI3W 6Z, B 8 , ABW66Z, BW08RZ, ASW/-7 4 AC4, AC4R, ACE4, AC6, ACBR, ACF6 BC4, BC46, BC4R, SC8, BCeR. BC8 BC52 2/4, SCS2-316 8 C844, CB46, CB48, C868, CR88 7 CBSQ44-SDS2, CSSQ46 SUS2 CBS066-SDS2, CSM88-SDS2, CBSQWSOS2 A CC, ECC, ECCU Series 9 CC0-$062.5, E000Som 5 Series - 10 CPT44Z CPT662, CPT88Z 11 EP844A EP844 EPB46,EPB86 12 EPS4Z 13 LCS44, LCB86 14 LPC4Z,LPCOZ 1S MPA44Z, MPH MPB882 15 PB44.11844R, PSM, PB06, PB55R 17 PBsaa A PH,S'46 PBSBB 18 PBVB,PBV10 19 PC44-16. PC46-le, PC48-Id P^.64-10, PC89-16 EPC44.18, EPC46-15. EPC45-16, EPC6416, EPCOO-18 :9 PC'4Z PC4RZ, P=, PCt1R7„ PC8Z, P'(,8RZ EPC4Z, EPC4RZ, EPCBZ, EPC6RZ_ EPC8Z. FPC8RZ 21 PPR44-4Z PPSi 22 RPBZ FLiMON&RS IMM Product Modal. Number or Name 1 FJA, FSA 2 FRFP 3 GH4e-e. GH4e-8, Qr148 6 C-H48 8, GH410b. GH4104 01-1815.8, GH56.8, GH68-6, GH6& 8, GH61 lab, GH610.8 4 C1.85A, GL-858, GL85C. GLBSU, GLWA, GLB78 rLB7C. OLS70 5 C, t'TS12. GBL7612, GLBIT518. G BLT816, 01-ST520 t)rlt T8:0 e HGLBA, 11GLBU HGLBC HGLBD 7 HGT-2, HOT-1, I lr -T•1, 8 UFPICgm $1 URFP Prodtwt Description Adjustable Post Base Adjustable Post Paso Adjustable (lost Base Post Cap Post Cap Embedded Column Sam Embedded Column Bass Sol column caps with W1 isnging from 31/4" to 9.1IZ and W2 ranging from 35/8" to 7.10" Screwed column ups with W 1 ranging from 3.114" to 9-1&' and W2 ranging from 3.&8" to 7.1!2" Concealed Post Tie Base Embedded Post Bass Embedded Poet 5ase Embedded Column Qass Light Post Cap Moment Post Base Embedded Poet 9,ase Embedded d Foot Base Round Post Bast Post Cap Post Cap Poet Base Retrofit Post Base Product Dascrlpt[on Foundation At iux Flat Rehorit Fnurda,ion Plate Girder Hanger Glulam Bearing Praia Glulam Bearing Plate I IeAvy Glulam Bearing Plate Heavy Girder Tied~ Untwetsal rujndation Plate Universal Retrofit / ourl(ler on Plate Simpson Strong -Tie 2020 FBC Approved Products For dil linksto all Eon lnes mc,"PIS Isln few CLICk HERE. - an Fla addtlbrlal rnrannYtla• rnyerahp I Iql m 9 9telnwkle PoL,:! ApprorYl fi-lem, M,: lhern-(?nil„ ' Gdn '''"" '- W 120 y N.r1 .• rl Accnf rgrw;r (NOA). CLICK HCRe. FLN10446-R6 egg I Product Model -Number or Nama Product Description A21. A23, A33, A34, A35, A44 Angles APA?1 APA4, APAB, APVA21, APVA4, APVAS Outdoor Accents Angus 3 0&1'12444 APH44R, APV666, APB66R, APB68, APB88R, APB7010, AP8101DR, APVB44, Outdoor Accents Post Basin AP'V't! 44R AP'Vfi66 APVEi66R. APV1388. APVB86R, APVB1010, APVB101 OR 4 APDJ' 2.4 AI"DJ12R 4 APDJT28, APDJT2Rb, APVDJT2-4, APVDJT2R-4, APVD"T2 6 Cut000 Ac.errta heck Juist Tlas AP 'DJ1i R 5 APHI!49, APHH4642 APHHo'10. APHHd10R Gutdou A,cce'tte Hii y Hanger B APLA. APl6. ,APT4 APTA. APVL4, APVLB APVT4, APVT8 Cutdoa Acres. i a,! T Ream to-ColL n Ties 7 APLH24, APLH24R, APLH2J,. APLri28k, Oki'LH210, APLH21OR OuWow Accents Light Hangers 8 BVLZ Buck Veneer Le(JgerCoir ter 9 CBT2Z. CBT4Z Concealed Beam Tres 10 CJT3Z, CJT4Z. CJr5Z. CJTBZ Concealed Joist Ties 11 U')114 G-A Joist Tre 12 US Ur" Vvnl Ship 13 FC4 V LA3 Framing (;irps 14 FWANZ Foundaton Wai! ArgltR 15 GA1. GA2 Gusset Angles 16 H2A, H2,517, HIS, HIOA-2, HIOS, H14. HGAID Hurricane Ties 11 HCJTZ Heavy Concealed Joist Tip 18 HH4 HH,9 Header Hangem 19 It Kates+ }leer.. .•iidoinaei 20 11.30, LSO, L70, L90 Angles 21 LCE4 Pit, .r. 21 LS30, LS50, LS70, LS90 Skewable A,, 23 LSCZ Adn¢ubao,e S',a, Stringer Connector 24 LSSJ28LZ, LSSJ25RZ, I SS 28LZ. LSSJ28RZ LS3J210LZ L�;W21QRZ Field Aolusrabk rack Harper 25 I.SSR1 61, LSSR21. LSSR237, LSSR2.56. LSSR210-2, LSSR410 Field Adjustable Slop eat'Ie1Ske yr:,k' kianger 20 LTP4, LTP5 Tie Plates 27 14L232,l i242, ML28Z,fil ML2107 Angles 28 MMH8 Root Tie Dawn 29 16WHC Hfn.q if Roof CUr+neCtnr 30 1100,11.11.120, MMLU2t3.1, MMLU21j MMLU28-2. MMLU210, MMLU1211, MMLU139, MML01311 Face -Mount Hargers 31 Rt3C RH(:P [MA bc„ndwy Carps 32 R.S'r 3 Rid IWDown 33 RTC227, RTC42, RTC27 RTC44 RIJd Tie Cnn'tertors 34 STCSTCT,01C.HTC4 Tru%S:;11,! 35 TJC37. TJC57 Truss Jack Clip:, 36 22, 24, 244 Panel Stiffer or Clips FLMtO447-RS Seo iF Product Model. Number or Name AHEP 2 CSC,R °T S D�C2L-SDS3, DSCSR-SDS3. DSC5L-SDS3 3 GBC: 4 HCP7.81, HCP2, HCP4 I HHRC2-2. HHRC42, HHRC42.2, HHR(A;l(tl I''1RL44-,HRC52513.2 HHRC537ri 12 l;l IR; 611 8 HRCI 01, 1WG."2 7 LRU26,LRU28,'W;21r0 1HiJ212 fl L S1.126, I-SSU28_ LSSU210 1. THF4.TBE6 10 '.(::74 IC26 TC28 11 ! HA )9, ' HA21?, THA218, THA218.2, THA222.2, THA413, 1 HA418, 1 HAC418, THA422, PiAC4:2 Ti,A426 rHA422-2,THA426.2 12 THAI1 81122. IHAI; W122 THA121122. THAI222. THA1322, THAI3522 THA14; . 13 THAL422,THAR422 14 THJA26, LTHJA26, LTHMA ' S 'H,IM2 4 SOS3, THJM2-5SDS3, THJU2e, Tl 0,26 W 16 7 �,Bk214 17 VPA2 VPA25 VPA3 VPA35.VPA4 le VTCR Simpson Strong -Tie 2020 FBC Approved Products For drecl Inks to all SST apprevals leted brow ci.i:K-Her;_ Far additional information regarding FlaIdIal Stalea4de Product Approval - r :1^„ ­1 MYh141rr11r •-'amty Updated 12rYM20 Nome a Arimptenee (NOA). CUCK HERE. FL#104WRS Product Model, Num bon or Name Product Doschortlon 1 LI.31U 131r- Uix3k'wus 2 CMuT12, CNISTI4, Gl0iyTU18 'nikmd ''bap,; 3 CS14, CS16. CS18. CS20, CS22 C.ui ed itiapa 4 CSHP18, CSHP20 :'.uik^x1SuaF.+ i. I F218 ':amDresbkarr I etwLni 6uap 0 rSP SSp, TGP Stud to Plate be 1,11, H1UA, H25A, H3, H6, H7Z. H16, H16S, H162, H18-25 HunIcxne':es N I,GT 2, IIGT ', HGT 4 Ileavy r:irderToedown 1' 1- :;24 Hun cdne f e 10 HSti.'_til)'>1 5. Haiti?-7SU""3 HSS2.8•SDS3, H.SS4SUS3 Heavy Nrud ,Hhor-. 11 H4512 HS12 tiS'6 i,S`e Straight Straps 12 HTS16, HTS20, HTS24. HTS28 H`S30. e: SIG, Heavy Twat Strap 13 HTSQ1 SKTZ, HTS020KTZ Heavy Twat Strap 14 LFTA Light Floor Tie Anchor , ( ST Al). I, STA12 '•-STA15, LSTA18, LSTA21, L.STA24, LSTA30, LETA38 Snaght Straps 16 1 "it 1411, 1.:4117"1 ; traklir, Straps 1 J 1 1Tt70 l r 1140 Ridging 16 LTS'12, LTS16, LTS18. LTS20 Light Tw!et Strop 19 MGT MediumGrdarTwdown 20 MST27, MST37, MST48, AiST60, MS772 Straight Straps 21 MSTA9, MSTA12 MSTA15, MSTA18, MSTA21, MSTA24, KI TA30, MS1 K36, W5:449 stl.o ht Straps 22 MSTC281 MSTC40. MSTC52, MSTC88, MSTC78 S7'A04t't Straps 23 MSTC48B3, MSTC8863 Pre inert 24 MSTI26, MSTI36, MSTI48, MST160, MSTI72 Stavin twipt 25 Ill MTS16, MTS18, MTS20, MTS24C, MTWO, Ni Medour r Twi Pit Stray 13 NCA.200.12, 4CA2x12-12, NCA2k8-16, NGA200-16, NCA2x12-16 Bridging R( %71112 RCWR14 Wall Bracing f, ^5. J, kP522, R!':328 Repair Pilots Strap R11'P4 Stud to Plate Connector iJ Slr1, SP2, SP4SP6, SPS Said Plate Tie :o SPH4, SPH6, SPHS Heavy Stud T r J1 S51.5, $S2.5, SS3, SS4.5 $Wd -'boo 33 3T9,, ST12, ST18. ST22, ST292, ST2122, ST2115 ST2215, ST8215, ST8224. ST6'.':-* tihuignr ;,traps 34 T820, 7827, TB30, TB36, T842, TH48 114,54, TBtA TH60 Tension Bridging '15 7."1A10, TVVAI2, TV%SI4 'Nall Bra ring W'tT, `Ji :TR, VI;TI. V ir.aMrr Pilch (:rider T1ed0l .7 '1VP 106. 1NP-1 nf1^, WP..126. W9126C WB143C v'ia.Il FW w I 2- Product Description i^'17,S 5 CPPI 17x7 43, CSH2974.75 Adjustable Hip -End Connectu• L- Ji1U, D, 1 ' ,alma ndhpeit. Drag Stud Connectors Liable Rrace Connector Hip r Peto 3 HGU3.63SDS1 HOU5.25-SUS. r+GUS HQU5.i;24U5, Hr_,W.QUtiL';i.1:- I,lviw to Rdge Connectors SOS, HGU9.00-SDS 4 HGUS series hangers Hip Ridge Connector Rafter Hanger F-;,HHGU562SDS HH(9700.SU�; HHC;U725•SDS, Light StopeaWGIlieveable U Hartger HHGiN. U'?.SUS n)ssposting Enhancer 6 HHUS26.2,HHUS26-2„HI-IIS,-J..'--I1`4t1 10 HHIIS: H H US7. 2WI D Adjustable !'iv. HSUR, HSUL. HSURC. HSULC series hangers Adjustable TrussHange: vari'If -,IcK 'ike,lvi-d Trues Hanger Musrp'o l luba ilringe's 6 HTU2s HTU2B, HTU21(j, FiTU26 L IL:d 1. lVL1l J Multiple Truss I langlr'. 9 HI J, HUC series hangers Truss Spacer -Restraint Variable Pitch Connectors VA11eV I yeti GI¢, 10 HUC:Q1 6119-SDS, HUC01 61y-'', SDS i Jl7 j2 ) 2 RCnS FiLJCQ210.3-S0S, HUCQ310- SDS, HUC041C-SDS, HUCQ412-SDS, V ; .:;5:;!9 ;TfJS 1 2911-SDS„ HUCQ610. 5DS, HUCQ612-SDS Simpson Strong -Tie 2020 FBC Approved Products UpdMed f2t3(k2t20 ra dill Inks to all SST aomovab 10" below .. :; !- :.. I or addit+onal ,nformauon regarding Fla dli Statewide Product APpr Wvl :v;lem and Mem-Lace L Xrty Nou.e ✓ Acceptance (NOA), CLICK HEAL FLXI 1406-M 4it" Product Modd. Number or Name Product Description HHUR210-3, HHUS210.4 c. r_. l iangnr - I!RSF HR58 HRS12 soap It 3 1KJ:C:.4!C-2SOS, HUCO210-3-SDS, HUCQ11C S^•S Jolts' lunge+ 4 THO32-2 THGL's RiGUI-12, THGBH3, THGBH4 Joist Hanger 5 THG02-SDS3, THGQ3 5G?:r 5 TH ,QH2-SDS3, THGQH"DS4 5, THGgH4 SDS, Joist Hanger e THGVV3-3, THGW3-4, THC*4 3, 11u:'A'4 4 Joist Harper FL411473•R3 Sva K Product Model. Number or Name Pjoduct Dascnptian 1 DETAt 20 I)uubYe Embedded Truss Anc^ci 2 FGTR, FGIHHI F(:TPHR order Retrofit Anchor 3 NIB, H16S H16 2 11'6 2S Hut. ca v t! 4 HETA12, HETA16. -iF!A :) HFTA24 HETA40 Embrnldnc i'us5 Arrhor 5 HETALI2. WTAL18 r_T AL "C' Embn,Je.r'•uss Anchor 43 HGAM10. HM9 Mmory retm•i'ronnectors / HHETA16. HHETA20. HHETA24 ­H1 i A40 Heavy I w,xx1J,d Truss Anchor A LGT2. LGT3-SDS2 5. LGT4SDS3 Girder T,rclrA,r� 9 LTA2 Latins Thus, 1tn Cn0r 10 META72, METAI6, METAL 1. MF IA.0. META24, META40 Fmhvddno l nlssAnchor 11 MSTAM24, MSTA0436 MSTCM40, IASTCM60 Ab 41, Tv run 14 my 12 MTSM18, MTSM20, 111SM16, HTSM20 Twst Strap to, Matonly FL#414WE5 AnX Product Model. Num bar or Nama Product Description 1 D711`1Z DeckTensbn Tie 2 HD12, HD19 Bolted Holdowns 3 HOM HD5B, HD7ti, H09G bw.ed Holdowns 4 HTT4 HTTS, HTTS-3/4 Tans.on Ties 5 LT719, LTT208, LTTI31 Light Tension Ties FL#13ti28-R5 fing Product Modal. Number or Namo Product Dosedig 1 SB518x24, S87/5x24 601v30 Sin,h,chor hoes 2 SSTS16, SSTB20, SSTE{24, 5$r828 5ST634, SSTB36, SST616L, 6ST82OL, SSTB24L, S57 b Anchor Eons SS'rB28L FL#13872-R4 A21jF Product Modal. Number or Name 1 CMST12. CIAt CMSTCI6. CS14, CSIO, C818, CS20, G522 HRS6 1HRS8. HRS12 FNAti I'HA9. FHA72, FHA78 FHA24 FHA3C. V5,T'26. MST136, MSTI48 MSTI60. MST; 12. YMST27, SrMST37. SIMST48 3 HTSI6,14TS20,14TS24,41rSilk IITSE0.1-ITS30C 4 LSTA30. LSTA38, LSTI4n, , STI73 MSTA9, MSTA12, MSTA75, MSTA18 MSTA21, MST.A24 LSTA9,LSTA12.LSTAI5,L57AI8.LSTA2I.LSTA24,ST292 ST2-22.ST2115 1,72215 6 LSUSH3.25, 911.181­13 2'� MSUSH3 25 LTP5 A ITS12 LTSIB,LTSI8.LTS20 9 MS' A Ii? �AST'A36, ST5215. STe224, S-i14, 5112. S118, ST22. MSTC28. MSTC40. MS1 C6Z 10 MSTC6R MF�TC711 ST8236 11 MTS12. Ir1TSt, MTS18 MTS20 NITS30, MTS24C. MT0,3DC 12 SIB1.56, 5431.el, :VLQ2 06, S152.37, 51B2.55, S1BZ68, 51b3 12. ti.I 6, S183,62, SJB408, SB4.12, SfB4.28, S10,1 15, tZ5.50 13 Sr13A2.12M, S1BA2. L1.00 t;il A2 12/12. SIBA2.12/14, S1BA4.1 W8 st L' Ail 181110, S1BA4.18/12, S/8A4.16r14 14 'ilN' A 15 S'HDr,S. STHD88, SMD/0S S8iDI0f-3. S,14ri15S. S)HO150 16 S4iL1 14, s/HDUs S/HDU9, S/HDL111 17 !WJGl -A-IXT Product DescnMion ;:nllyd S11FaP3 Sh m" is ' rv' 0 7 93) Heavy -'.last St, ,;,, Slaps 43 mil (1 A na, Straps 33 mi; (2C gar Bridging Comw: Ili Lateral Too Plate t fight Twist Straps Sbape 54 mil (16 ga) 'maps 68 mil (14 gill Mi"diurn Twist Straps T op I 'a nee Jost Hangers Top Flarge moist {angers Hurricane Tie Holdowns Holdowns Joist Hangers Product Desorlptlon :.: ar.•ak^.", harbors - Face -mount (DU, UHF,) v1d tup'Iange Q,'UTF) hangers available in widths ranging from 1 -9i1S' to 3 e, 16 :rid.ri.^,his ranging Irom 9.1I8" to 23.15/16". Face -mount hangers Farir,wi_vr ban„err, avauable in vvidths ranging from 1-518" to 7- 3M" and heights ranping from 3..110" to 12 7*" Face -mount hangers Farr•mounthangers hart n tacn.r'ourf nongers available in widths ranging from 3- 1/9' to 5 1).2 Hnrt r+,wvpd•n anging Prom 4-3/4"to 15-Sr4". Conceals-d rdrde r•rs�::• i-'SURC, HSIAC) available for ail double 2X and 4X models oily acute flange in ronciteed Face -mount hangers Face -mount hangers available in widths ranging'iom 1 rt 16" to 7 1!2" and heights ranging from 2.7/8" to 19-114" Corcexlni Marge version (HUC) available for all models having width equal to or 3iwalr limn 2 9116" Face mount hangers Simpson Strong -Tie 2020 FBC Approved Products updated 12r30Qe20 rot direct rnk> to sit SST approvals lsted below, CLICKHERE I�"'o""'1Y"sN'1. I a vJdi:xxhai nlanroom ieCartlng r-laida's Stal4+wtde Prodact Approval S,slern and Mom-Oihde County take d AcpaPtanoe tNVAi. yy,,,,,L,j,;,,; �. 18 S'It 56, S1LOV'.31 t4LL'J131. ;•LbVL: .. S.LuV2.68 S/LBV3.12, Top Flange Jost Hangal StLBV3.56,&LBV362.S/LBV4C6 SA.HV4'2,S.'LRV438 S.1.iV4rE, S/LBV550 d S'LT T2C' S'DTT2Z, SIHTT14, HT74, HTT5 Holdowns ?: r f;'h+STN:, Sn,.IS � r'' Soaps 118 mil (10 ga} '•1 `,I'ti SAIJ I Utr bias 22 - -:+P -Tc ::aid Plat, Ties 23 STC. OTC Tru,&-'I p 24 TS022 Truss Bracy Diagonal 25 TJC37 Truss Jack Connector FL#13904-RS IS" Product Model. Number o- Name 1 CCOUG 82-SDSHOG. CC(V4 tie::a),<,i •u(; G':QN ' r)0 SI3S' X cc:' (i"as r1: SO SG. CCTOM482•SOSG CC-01,15 v ;,.,. V CC CJh" 52 csi•1S , CCCcjl i481-SOSG. (, (JF,U 5u-Soso F. r-.I']01,32(:40, ECCLQM4.62G-KT,ECGLQM5.5OG•KT, ECCLLVOMD3.62G-KT, L.,.CL.JMD4 62G-KT. ECCLLQMO5.5OG-KT. ECCLRQMD3.62G-KT, ECCLROMD4.02C MI ^t )1J�50V K r, T .., ,.,li ', i 3, "A., 50 H 7. i r GUM CO. HGUfA725,HOUM900 4 I r4`li- ` : SI lM2r-3 LGUM26.4 LGUM28.2, LGUM28.3 LGUM28.4, LGUW10-2 1 (;'.107-C 1 1 (AW210-4, LGUkW LGUM48 LGUM410 a - N,yty HHA'.t 1 25, MBHA3.12/11 25, Mill x ( 2'• M. tin/f •Ji1925, MBHA3.5alI1 2•> PAINA3 -6/11 88, MBHA3. 561 MBHA3 u8116, MR1iA3 Av18 MBHA5.50f7 x, f: hl rA`, h; Lie 25, fv1BHA5.50r11 25, All 50111 M MRHA,550114. MBHA5'0111 f1Ul ll3 ;' '9.Jo. M6HU3 66f11.25, MBNU3.5&11.86, MBHU3.58/14 10BHU3.56/16, MEIII06.60r9 25, MBHU6.5CM 1 25, MBHL16.S0n 1 88 UBHUS bfV14, VSHI i''),15 t4PHU5 SOM8 FLM13875-R6 Scas Product Model, NumberorName SDWM300, SOW22338, SDW22438, SCW22458 SDW:2:C0 SOW22600, SDW22638 SD'rNY13'i4 2 9DWC:1545C S t"WCAS115n 3 SDWH193Xub, J:1%-1V44J0D8 SUWHINOOD8, SDWH19800Ub, SUVvH10IX(Ub 4 SDWH27400G, SOWHZ1DVti ti,;:ViG' ti`.1(X,.fiDIhH;?1000:.i SDWH27120OG .c tin _u.J�16.12 50WS16300 SD1M518312 SDW516400 d t V;:1 )hL0 SOWS1971Z SOWS22400,SDWS22500,SD'vVS22512, SOWS22MC D ".S; nC,O, .3f3v 22900 SDVVS221000, SDWS221100. SDW=l200, SDWS221500 7 SUJVS: R)t l rF! to - 14170UR SDVVS22500D8. SOWSZ2600DTi SD'.VS72800OR, 5D1VS2.110UUf7H 8 SOL"lS: J 1.I 'Jf ), U 1 S !�12UHB 9 SIDM27300'SS SI Ai5 140;)SS, SOWS2750OSS. SUWS276001, SDWS271 COLISS.:�U 10 SDAN13400 il `1TN22 FL#15363-R3 afty, � Product Mods[. NUM ber o! Name 1 AS 18, AS 1855. Ate' nSrf 2 AS 20HS 3 AS•20 4 ASHP rL11115730-R4 lea M Produd Modal. Numberor Naha 1 T IIF 2 GA(, Oil.J0. QDPM-75, GOPM-100, GDPS, GW50, GW-75, GW-1D0, GIN 3 PDPA cOPA r(P^PA 43 POPAT, PDPAT•K, PINW, PINWP- PINWP-W, PDPAINL. PDPAWI.-N16, PTV 1, PS."!.'-K. PCLDPA, PECLOPA, PTRHA3, PTRHA4 4 SET 3G Product Description Masonry Pier Caps 161Asorry ',rrCai:r, Heavy Masonry Hangers Masonry Boson HArners Mati I or. Fangs Prom Hangers MA'Yunt y 3eurn Haf igel4 Product Deacriptlon S9txla 01ve SC'.1' C`lln'LY and TRUSS -PLY Screws Strong Drive SOWC TRUSS Screw +tong Drvo SUWH TIMBER -HEX Screw Strong -Drive SUWH IIMHLR-H! AI ILJ(i Screw Strong -Drive SOWS FRAMING Screw :ihorg DhvrS0L1f67IM13ERScrew(InOehotGrade) Strong -Drive SOWS T IMSE"Rscrew, (F-Ylrrcy :fade) Outdoor Accents Structural Wood Screw strong-Drri SOWS TIMBER SS Screw, FtrrvvJ I"bore S[7WV SOLE -TO -RIM Scul ';� adorn Acrems Hex -Head Washer Product Description 1 y cg- T, ,:a, No. 27 gd ' ngr Stiangth T rues Plate 20 gA T,,r,,s r'w'„ Hinge Plate Conrieclut Product Description A.dl,c%rve Anchor for concrete ,-,as oct.oted fasteners and assemblies Prmoe^ a,.1ua!rd fasteners threaded studs, and assemblies Adhesvve Ah ri3r'ot , cr,-ietr, N N to -Cu N �... U O CL OEM Simpson Strong -Tie 2020 FBC Approved Products updated 12r30r2020 For Creel Inks to all SST approvals Ided below, C I,,l_C I( HER F ICU rtl e4dtlphei tnfomreon regrdtg FIOIIda'a 8tatertlde Prodlcl Appr well ;y�trm ,n.1 MYm4ktde County Notice ct Mmptnce (Iw7AJ. CLICK H[Re. � U)� 11 NUS. HUSC series hangens Face -mount hangers available In widths ranging from I-Str to 3 ^' U to U) 0116" slid heghts ranging from 45to /16"11 D ". Concealed flange V,0 version {H USC) available for models hey inpwidth equalloor _� .�A1 greater than 3 N16, 0 2 O 0 W 12 IUSse es hangers Face -mount hangers svarlahle in widths ranging from 1.718" to 3- Q C W" and heights ranging from 9-114"' to 16" O _ 13 LGU3.25SDS,LGU383-SOS.LGU525-SD^-. Face -mount hangers (16 O to a+- (� 14 LU24, LU28, LU25, LU210 Face -mount hangers (a O 15 LUC26Z,LLIC2102 Face -mount hangers 2 18 LUS series hargers Fat» -mount hangers available inwidths ranging from 1.9118" to 4- (I L SIB" and heights ranging from 3- to 10-1506" U- 17 M0U3.63-SOS, MGU5.25 SLIS, MGrU!i.W 5Us MGU5.62-SDS, MGU7.00-SDS Face -mount hangers (0 O �420 c 18 MIU series hangers Fsce-mount hangers available in wrdthis ranging from 1.9/1e"to 5- -0 118' and heghte ranging from 6-15116" to 111 1r2' 19 MUS26. MUS28 face -mount hangars 20 SUR SUL. SURC, SULC series hangers Skewed face -moan hangers avarlaolr, ,n miriths tangn"g Pero I gill to 34T/18" and heights ranging 5rxrt 3 1118" tc 13 314' Concealed flange version (SURC. SULC) available for Pill doubt 2X and 4X mociols: only act" flange is conoeall 21 U seines hangers Face•mount hangers evaaat4e in widths ranging from 1-9/16" to 8" and nelghts ranging from 2.518" to 11-IW' FLXIM?-R6 At"Product Model. Number or Name ProdYGt.Descdolificin 1 BA series hangers Top flange hangers available in wdths ranging from 1-W1e' to 1 118" and heights ranging from 7 115" to 3C' 2 DGBF series hangers Top flange hangers available in wndehs ranging from 3.546" to I- 1/8" and helgfds ranging from 9.114" to 24" 3 OGF series hangars Top flange hsngers available to widths ranging from 1-11Z'to 3- 518" and heights ranging from 7-1/4" to 24". 4 DGHF series hangers Top flange hangers available in wdths ranging from 1 374" to "J 5/8" and heights ranging from 9 114" Io 24' 5 E(35 EG7, EGO series hangers Top flange hanger available in wdms ranging from 5•tr4" to 6- 7IB" and heights ranging from I Vile :32 1+7' 6 EGQ series hangers Top flange hengers available III wdlha, (angling llom 3 1.48" to 1 114" and heights ranging from 11 114" to 32' CLS %&roes ha„gtyrs. Saddle hangers available n widths ranging from 3-114" to 8.7/8" and heghts ranging from 8-1/2" to 26% 8 GLTV srrles hangers T op twige hangers available in widN» ranging from 3.1/4" to 7- 118' and nerghts lunging from 11" to 37" 9 HB series hangers Top flange hangers available in wdthe ranging }torn 1 Wii5` to 1 1/2" and helghlo ranging from 8" to 30' 0 l iGLS sans hangers Saddle hangers available in wdths ranging from 5-1X'to 8-718" and heights ranging from 10-ir7 to Mil. 11 HGLT series hangers 1 up I!unge hangers available in widths ranging from 3 114" to 8- 713" and heights iong,,ig from 7.lrr io 37' 12 HGLTV series hangers Top fiange hangets available m wdms ranging Imm 3 114' In 7 1/6" and heights ranging from l4" to 11" 13 HIT sores hangers Top flange hangers available in wdms l2ri from 2.5r18' to 3- 9/18" and heights rargng from 18" to 26' 14 HUSTF senes hangers Top Nrigerdisthangersavallableinwidteranging from 3-1/B"to 3 9/16' and heights ranging from fi-W to 13-118" 15 HLITF HUC:TF sicrtes hanger Tup flange hangers avarable inwdths ranging from 1-9r16" la 5- 112' and height! ranging from 3-7r16" l0 1 S" Concealed flange version (HOC T F) available her all models having Wdlh ocual to or greater than 2- W16" 16 HWP series hangers Top flange hangers available in wdths ranging from 1-9118" be 7. 1/8" and heights ranging from 5.3/6-to 2&' 17 HWPH series hangers Top flange hangers available in widths ranging from 1-WlV'to 7- 1/2" and neightr. mogmg fir, 5.3r8" to 37' 18 ITS series hangers Top flange hangers available in wdths tonging from 1 -9116" to ?. &8" and heights ranging from 9.11W to le' 19 J8 sere% hangers Top flange hangers available in width of 1-9/16" and heights rengtng Irom 5,W" to 7.114" 20 JBA series hangers Top fusnge hangers available in width of 1-9116" and heights ranging from 9 3VRT' to 13 1 fall Simpson Strong -Tie 2020 FBC Approved Products Updated IZ/3 Ago For direct inks to all SW approvals I14sd below. t.l Fat addRionN iMamwaon regarding Flaide's StaNxide Roducl Approval System and Mil •Ueda S:twnly Naze of Acceptance ;NVA). ,�. 5 SET-XP Adhesi Anchor too oonctete 6 Strong -Bolt 2 (STB2- STB2.4SS, ST62.6SS) Strong-Bo82 Wedge Anchor for co icielo available in carbon steel and Types 304 and 316 stainless steal , TilonHDt7Hr,-H,THD-HMG,THD-H4SS,THD•HBSS,THIlTHr,CS6SS) Tilton NOHeavy Duty Screw Anchor for concrete and masonry available with hex head In carbon steel and Types 304 and 3115 stainless steal, or with countersunk head in carbon atrial and Type 316 slain less steel 8 Tilton HD Rod Coupler (TH037634RC. THDSi)934R(') Then HD Threaded Rod Coupler for concrete 9 Titan HD Threaded Rod Hangar (rHDB206fJRH, rHOW7158RH, TH037212RH, Tian HD Threaded Rod Hanger lot wrctaU THD5C234RH•THD10212RH) +U Wedge All ('NA; Wedge -AN Anchor for masonry Product Modal Number or Name t AT XP FI -HP 3 SET XP 4 Strong -Sot 2 (;> FQ,1 5 Then 2 TN2) B Titan HD (71­11)-h4SS, I HL HBti'a 'HD-(,SBSS) Titer Turbo (THT) FLNIU37-R3 An& Product Model, Number or Name 1 X34B1O1"K,X1SI0t6,X1B1n16-4K,X01S1016.X0181016.41K 2 XL0114T1224,XL011481224-2K 3 XM0114S1224. XMQ114B1224-2K 4 X011451 Li4 X'Q11481224-2 5K X114S1224, X0112S1224, X011281224 2K 5 XU34S1010, XU34810155K FLE35320-RO ;� Product Modal. Number or Nama I DSSCL341 5 DSSCB48, DSSCB48, DSHS 2 FCB43.5 FC845 i, FC:641 r� FCb49,5. FCB411 5 3 FPHSD34S1016,FPHSU34H1015.FPHS03481018-5K FPHSD34S1214, FPHS03481214, FPHSD34HI"4-;>K 4 LSFC2.25. LSFC4 25. LSFC6 25, SFC2 25, SFC4 25 SFC6 25 5 LSSC425, LSSC8.25. SSC2.25. SSC4 25 SSGh 25 MSSC2 2:i. MSSC:4 w MSS0826, MSSC4.25KW. M4BSC8 25KW 6 RCKW3, RCKW5 5, RCKWI 5, RCKW'.' 'iCK14r'S 5S 7 SCS43 5, Si 5, SCB47 S, 9CS49 5 S(: R411 5 MSCB45.5, MSCB47 5 8 SCS32.5197, SCS52.597, SCS625118 SCS82 5r118 9 SCW3 25. SCW5.5 10 SJC8.25, SJC10,25, MSJC8 25 r.15'JC10.26 11 S.S93 518 12 XLSI i34B1414, XLSH7861414 13 XCIIS1018 XQ IR1018.4K. X01S1214, X0181214-3 SK, X078S1224, X078BI224-3K, X011451224 X011481224-25K,X0112S1224,XQ112R1?24.2K.X3461016-5K, X1S1016. X.1B1016.4K, X1S1214, X181214-3.5K Product Description ATXPHgh-Strength Acrylic Adhesive lot concrete or masonry ET -HP Epoxy Adhesive for masonry SETXPHigh Strength Epoxy Adhesive tar masonry Strong -Bolt 2 Wedge Anchor for masonry Tien 2 Screw Anchor for Concrete Than NO Heavy -Duty Screw Anchor for concrete available in 304 or 316 stainless steel with hex head. and 316 atsinlesPi steel with countersunk head Then Tuibo Screw Anchor for concrole or masonry Product Description M13-18 Strong•Onve X Metal Seel -Drilling, Tapping Screws with 03 Co Point N12-24 Strong -Drive XL Large -Heard Metal Sett -Driving TSop'ng Screws with 06 Ding Point and Large Diameter Hex Washer Head #12 24 Strong -Drive XM Medium -Head Metal SsN-Drilling, Tapping Screws with 06 Drill Point and Medium Uiture r I+vx 012.24 Strong -Drive XM@WSoll-Driling, Tapping Screws witch #6 Dial Point et(r 16 Strong-Dwo XU Metal Self-DrlNng, Topping Stroh vaeh 01 Drill Point BypassFraming Drft StM Connector Bypass Framing Fbred4hp, Connector XIOAS and 012.14 Strong -Drove FPHSD Fnwn gAo•CFS Set- Ddling, Tapping Scrams Steel Framing Connector Steal Stud Connectors Rigid Knee Wall Connector Bypass Framing SideClip Connector Bypass Framing Connector Head -of -Weil Slide -Clip Connector Stool Joist Connections Bypass Framing Slide -Clip Strut Connector #14-14 Stiong-Drive XL5H Shouldered Self -Drilling, Tapping S,#A*K #10 18 114 and 912 24 Strong-Orive X Metal Sell Drilling, Tapping Screws 15 2022 (D E W W C_ `V O CL O 0- U O CIO W t< ICU W Q W z Z Q J a_ SHEET NO. PA 1.2 OCT 2 8 my' Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Editi by Debra Anne Klahr PX2300 MIAMI- NILLW-DADE COUNTY PRODUCTCONTROL SEC"nO.V 1180 SW26 SraK Room 209 DEPART3.1E3YTOT REGMATORYANDEMN0311C RESOURCES (RER) M3=x, Fkmda 33175-2474 BOARD AND CODE ADMIMSTRAnON DIVMO.N T(M)31.5-2500 TOM 035.Z590 NOTICE OF ACCEPTANCE (NOA) wwwanisidaticloy "*DOWN PGT Indtntries, 1w. 1070 Technology Drivir. North Venice. FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations gosexainf the we of comtrtwtlou ulatell,11%. Tie docujnenlauousubuurted has beenre-.iewed and accepted byMiami-Dade Cowl), RER -Product Contra Section to beused wNfiamiDade Counry and other areas where alkmedbv the AtahMtyHarmgJtuisdcfion(AH1)- T'his NOAihall not be vatid aiket the expwaticm date stand below The Msanu-Dade C ouiry Nodtic � Cenuol �;ecwd� iln,%Iianu Dade County) andiorthe AHJ (in areas other than.Miami Dade CAmnsty) reserve the right to have this product or nuftnal *sted for quality assurance purposes. If thz' product or miterial fails to perform in the a ecepte-d mangm, the ­16 es wtH mcur the expense of suchtesting andthei'JU may uminedixely revoke, Luo dify, of suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acc eptauce. if a is determined byNfiami-Dade Counn, Product Control .Sec tioudiat this f nttuct or avverialfa i It. to meet the requitiments of die applicable biuldtng code. This product is approved as described hereto and has beendesigiied to comply with the Florida Budding Code, inchulingthoHiSt Velocity Hurricane Zone DESCRI]MON: Series -5570.1!7770­ Vinyl Sliffing Glass Door (RtinMorced)w.1n-o901& lM*corner-,LM.L AYPROA*.kLDOC'E'NIEN-T:Dra,x,my',o MD-5570.0 Rev B, tided "'Finial Sliding Glass Door NOA (IJNf)". sheets I through 21 of 2 1. prepared by rnannfacturer. dated 10--05,15 and last revised on 01011121. signedand seaWby A. Lynn Miller. P_E__ bearing thelMiCounty Product Coutf ol Re%ision stamp with the Notice of Acceptance nuuiw and expuition date by the Nfiami-Dade County Prodmn Control Section Limitations: 1. See table I (sheet 7) and table 2 (sheet � forapplicable SOD unit sim- design pmssures, reinfoxements types glass types, sill riser (see tables B- I & B-2, sheets 7-8) and anchor layout sheets mquiranents, in I I thru 16 2. Rigid 'Mute PVC. Tan (Non -white) Rigid PVC and Brown coated (Painted of 13micated) white Rigid ?%*C to be labeled per ref ereacedNOX4requiremews. 3. Egress operable doors mud comply with am c lear width or height per FBC requirement. as applicable. 4. Po elcet wall% under -,epwate appr(•a1 to be revieved by Building official LABEIM;G: Each uw shall bear it permanent label with the nandocnioer's name or to ee. c ity, s to to and series and following statement "Miami -Dade County hoduc t Control Approwd". noted hesem. RE XEWAL of this NOA shall be c onsidered after a retim-al app lice tion has been filed and iliere has beest no change in the applicable buddir4l code negatwely affecting the pet -fix once of this product. TEMM.ATIO' Noftbis NOA will occur after the expiration date or if thete has been a revision or change w the ma tefin Is- use. and'or manufac ftwe of th e pt odw or process. Misuse of this NOA a'r a a e udo, t senvni of a ny pi odact, for ales. advertising or any o diet purposes shall autonatically terminate this NOA. Fadure to comply with any section of thi., NOA shall be cause for termination and removal ofN0A. AD" TIMSEMEENT: The NOA mm6er pi ec eded b y the words \ Ii a nu -Da de County. Florida, and followed by the expiration date maybe displayed in ad%vrtising literanwe If anyportiouof the NOAisdisplayed, then it shall be done in its entirety. LN-SPEMON: A copy ofthis entireNOA sballbepro-mkd to the use by the manufacturer or its disftfttors and shall be available forinspection at the)ob site at the reqnest of die Building Official This NOA revises &- renews NOA OZO-0429-05 and consists of thispaye I and evLdewepages E-1. E-2. E-3, E-4. E-5 & E-6 as well as approval docunient mentionedabmv. The smboulted docuturalation was reviewed by Ishaq 1. Chanda. P.E. N'OA No, 1.141.20.03 KAM io NTl Expiration Date: AprilI4,*.0!6 .1pproral DatwlLarch .3,' .02 .1 Pa$@ I PGT Wustries.Inc. NOTICE OF ACCEPTA_Nk'E: EVIDENCE SUB-MM 2. E%Idence Submitted under pm1ous submittA A. DKV"MS 1. Drawing No. MD-5570.0 RerB. titled "Vinyl Sliding Glass Door NOA (LNffsheets I through 21 of "21, prepared by manufactum, dated 10`054 5 and last revised on 04- 2 2,20. signed and .sealed by A. Lvm )vhlkr. P-E. B, TESTS I Test reports on: 1) Air Infiltration Test, per FBC. TAS 202-94 " ' ) Umforin Static Air Pressure Test, Loading per FBC. TAS 202­94 3) Water Resistance Test, per FBC. TAS 202-94 4) Large Nfissile Impact Test per FBC. TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along withmariced-up drawings and installation diagram of all PGT Industria, Inc. rtprtesentativee units listed below and tested to qualify Dowsil 791 and Dowsll 983 silicones. prepared by Fenestration Test* Laboratory, Inc.. Test Reports No FTL-7897. PGT PW15520 M7C Fixed W`mdow (unit 6 in proposal). dated 09�03'14 M-210-2107.1, PGT SGD780 Altunimmu Sliding Glass Door (unit 7 in proposal) FTL-20- 2107.2. PGT CA740 Alum Outswing Casement Window t'umt 8 in proposal) FTL-20- 2107.3, PGT PW7620A Alunnauta Fixed Window (unit 9 in pf opoial) and FTL-20-2107.4, PGT PW`7620A Alumium Fixed Window (unit 10 in proposal) dated 0711,20. aU signed and sealed by Idahnis Ortega. P.E_ C. CALCULATION'S I !Anchor verification calculations and structural analysis. conTlywg with FB( 71 Edition (2020). dated 04 2-220, prepared by manufactLlrei, signed and sealed by Anthony Lynn.Xhller, P E. 2. Glazing coiiipliesarith ASTM E13WO4. -09. -12 and -16. D QU.ALM- ASSURANCE Mianti-Dade Dq).vmmt of Regulatory and Econornic Resources (RER). E. MATERLU C ERMICATIONS 1. Notice of Acceptance No. 1"30.4.02 issued to Kurarav America. Inc. for their "Trosifolt Iln-aclear. Clear. and Color PVB Glass Interlayers". expiring on 07-08,24. 2. Notice of Acceptance No. 17-QU&02 issued to Kurai -ay America, Inc. for their "Senn-yGbvt (0tai- and Allike) Glass Interbyers". expii* on 07,,04,23. 3. Notice of Acceptance No. 18-1106.10 issued to Vision Extrusions Limited for their "Brown Coated (Painted or Laminated) White Rigid PVC Exwrior Extrusions for N%Indows and Doors", expiring on 09/30r24. 4. Notice of Acceptance No, 18-1106.11 issued to Vision Extrusions Limited for their series -VE 1000 Tan 202 and lighter shades (Now-A119m) Rigid Cellular PVC Exterior Extrusions for "lei" ndows and Doors". expiring on 12,,1_9.'21. Id wq L CUsda, FJE. Product Control Unit SaperTizor NOA No. :1-0!09.03 Expiration DAt*,, April 14. M6 Appr*vaIDat#. March E 4 PGT Industries. Inc., NOTICIE OF AC( EPTANC_ E: EVIDENCE SUBMIT TED 1. Ev�ldeuce submitted tender pi evious N 0A A. DRAANGS I. Mintificturef s die drawings, and �ccrions. 6 nbinitted nuder.V0.4.No. 11-0107. 04) Drawmg No.7%ID-5570.0. titled "Vinyl Sliding Glass DoorNOA �Ufy', sheet;! through 21 of 2 1. prepared by mam6cmiff � dated 10 0-� I -xith"revr;ion A dated 04iOSI' 17. signed and sealed by A. LXmu Miller- P.E. B. TESTS 1. Test report on 1) JTIuforiij Static Au, Pres.,ttre Test. pei FB( . TAS 2(J_'-94 -1) Large Missik Impact Test per FBC. TAS 201-94 idwme-. hic. P(, T IL NOTICE OF ACCEPTANCE: EVIDENCE SUB-M T ED B. TE�,TSiconduued Test report on I)AirInfiItrntimTest. per FB( TAS202-194 2) UniforniSt.wic Air Pfes�iue Tesi� per FBC . TAS 202-94 3) Wiie�f per FBC. TAS 202-04, 4,; Large Impact Test per FBC. TAS 201-94 I ' 203 5) Cyclic Wind Pmsqxe Loading per FBC, TAS -94 61 Forced Entry Test . per FBC. TA "�, 202-94 along iv1tbaixk-eJ-q., u,.�ia!lauon diagramol7vin-vi &liduig glass door, prepared to , v Fenestrinciii Testing Lab. Inc.. Test Rrport No. FTL 8549, dated 11,0165, signed and sealed by Idahm Ortega. P. E. (Test report revised on 121 '041 i and 0211, 16) PGT industries. Uc. NOTICE OF ACCEPT.4.N,CE: EVIDENCE SUB111TTE D D. QVALITY ASSURANCE 1. Mami Dade Departurm of Regulatoty and Economic Resources (RER) E, 'X-ITERM CERTIFIC ATIONS 1. Notice of Acceptance No 15-05 28.14 issued to Visian Extrusion Lisrited for their Rid PVC Exterior Extrusions for AAbdows and Doors-. dated 08 13 15. expiring on 09-.30,19. Notice of Acceptance No 16-0920.08 issued to Vision Extrusmm Limited for their "'A"E 1000 Tan 202 and lighter Shades (Non-Allite) Rigid PVC Exterior Eimusions foe Windows and Doors". dated 12M811 6. aq*ing on 12,Q9M- 3. Notice of Acceptance No. 154 5 28.15 issued to Vision Exinision L tlauted for their -6--f (D (D c- M -Cu (D > c- C) (D CL a) CL o 2 cu -0 0- -0-.0 (D a) C-) _62. cr) =3 CU -cu (D -0 Q Cn 2 0 EL C 0 C= r= .0 UL- CU -6-0 %+- CU 0 Co C) > cf) -0 L_ E ci) 0 in CL C%3 CL 3) Cychc%rind Pressure Loading per FBC. TAS 203-94 6. Test report on 1) Air Infiltration Test. per FB(. TAS ."02-04 "Brown Coated (Painted or Laminated) White Rigid PVC Exterior Exh-usions for along with marked -up drawings and installation d Ligrim. of vi i,1 sliduizalas dc)vt. prepaiell-I 21 Unifomi Static Au Presbure Test. per FBC. TAS 202-94 Madows and Doors-. dated 08, 13: 15. oqwuig on 0930119- by Fenestration Testing Lab. Inc.. Test Report No. FTL 8717. dated 11-0715. signed and 3) Water Resistance Test. per FBC. TAS 191-04 4 Notice of Acceplawe No. 16-0712.02 issued to ENERGI Fenestmtion Solutions USA, sealed by Idalmis Ortega. P. E - Jest report revised on 021 5, 16 and 0124.16) 4) Large N I I q.)n1c: Te:,t per FBC, TAS -1 (11 -0 Inc. for their "TAN 3040 and Lighter Shades (Non-Mifte) Rigid PVC Exterior 2, Test report on 1) Air Infiltration Test, per FBC. TAS 202-94 5) Cyclic 'X=d Rre>sttre Loading per FBC, TAS 203-94 a Ein-usions for- Windows and Doors" dated 0915,116. expiring n OV04121. 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 along with rnarked-up drawings and uistallation diagram of vinyl Sliding glass door- prepared 5. Notice of Acceptance No, 16-0712.04 issued to ENERGI Fenestration Solutions USA, 3) Water Resistance Test, per FBC. TAS 202-9+ by Fene�4n, tion Testing Lab hic Test Reoov No FTL 8552. dated 11,1041115, signed and Inc. for their *'Bronze and Lightev -Shades of Cap Coated Rigid PVC Exterior 4) Large Missile Impact Test per FBC. TAS '101414 sealed by Idalmis Ortega. P F �Tt�,t report revised oil 02.15,2016) Ein-usious for Windows and Doors" dated 094546, expiring on 04,116/20. Cvch,- Wind Pres-sme Loadingper FBCTAS _'03-64 7. Test report on 1) UniformStatic Az Pressure Test. per FBC. TAS 202-94 6, Notice of Acceptance No. 1"712.03 is�, to ENERGI Fenestration Solutions USA, 6)Forced Entry Test. per FBC, TAS 202-�4 - Large Nhssile M4)aci Test per FBC. TAS201-94 Inc. for their "AN11te Rigid PVC Exterior Extrusions for Windows and Doors" dated along with mariced-up drawings and installation diagram of vinyl sliding glass, door, prepared 3) Cyclx 'Find Prastue Loadingper FBC, TAS 203-94 0911017, expiring on 0228 13. by Fenestration Testing Lab, Inc_ Test Report No. FTL 8546. dated 11,10615 signed and along with ,harked -up drawings and installation diagram of 1.inyl Sliding glass door, prepared 7. Test reports No(; ). 10-002-792(A), 10-O&MOS27., 5,35 753-09. per ASTME-84. sealed by Idalmis Ortega, P E. (Test report revised on 01 It"416 and I 12,01 16) byFenestration Testing Lab. Inc. Test Report No. FTL 66-48 (saniples A-1 thrtiA-")_ dated ASTMD 1929 and ASTMD-635. issued by EXOVA to Vision Extntsion for cellulosic 3. Test report on 1 1) Air Infiltration Test. per FBC. TAS 202-94 ll'MM signed ink-d and sealed by Jorge A. C'auso. P E. (Subutuu ted nderNO-4 No. 11- composite material 2) Uniform Static Air Ptesswe Test, per FBC, TAS 202-94 010" * 0-1) (Subinfi7ed under NOA .Vo. 11-010�04) 3) Water Resistance Test. per FBC. TAS 202-94 S Test iq)os on 1) Air Infiltration Test. per FBC. TAS 202-94 S. Notice ,of Acceptance No. 14-0916. 11 issued, to Kuraray America_ Inc. for their 4) Large Missile Impact Test per FBC, TAS 20 1 -94 2) Uniform Static Air Pressure Test, per FBC. TAS 202-04 "Sean-rGhst (Clear and Mile) Intetiayer", ea firing on 07*V1 S. 5) Cychc Wind Pressure Loadin, g per FBC. TAS NA-94 3) W ater Resistance Test. per FBC. TAS 202-94 9. Notice of Acceptance No.16-1117.01 issued to Kuraray America. Into. for their 6) Forced Entry Test. per FBC`. TA-., -102-94 4) Large Mtisike Impact Test per FBC, TAS 201-94 "Tresifoll 11maclear. Clear and Color PI-B Interlavers­_ expiring on 07MA9, along withmarked-up drawings aid initalUtion diagram of vinyl shdtng gbs,Joof. prepared 5) Cyclic Wirid Pressure Loadingper FBC, TAS 1203-94 by Fenestrition Testing Lab, Inc., Test Report No. FTL 8547- dated 121 0415. signed and 6 Forced Entry Test. per FBC. TAS 202-94 IF. STATEINMIN-TS sealed by Idalmis Ortega, P. E. (rest report revised on 021546) along -,vuh inuked -tip drawtrigs and installation diagrain of viny) sliduig glass door piepaied 1. Statement letter of conformance with FBC -51h Edition ('2014) and FBC.-6*Edidon 4. Test report on 1).Air Infiltration Test, per FBC,. TAS 202-94 by Fenestn, 11011 vesting Lab, Inc.. Test Report No. FTL 6337 (satWles A-31 thni A-5 i. dated (2017), issued by manufacturer, dated 09; 14 17. signed & sealed by Lynn bliller, P.E. 1) Uniform Static Air Pressure Test, per FBC*. TAS 202-94 06 11). signed and sealed by Jorge A. Cauw, P. E i4Ytbniitted widerN0_-JN0. 11- 1 Statement letter of no finailcial interest. dated 04 18.17. ssued by iiwtuver_ signed 31 Water Resistance Test, per FBC, TAS 202-94 0 00) & sealed by Lvun Nfiller, P.E. 41 Large 1h_zde liVactTed per FBC, TAS '101-94 3. Letter of Lib compliance. part of the above test reports. 5) Cyclic Wind Pressure Loading per FBC. TAS 203-04 CAL I-LATIONS 4 RER Test Proposal No. 17-0387. dated 05)05/17, uped by Ishaq Clmda- P.E. 6) Forced Earn, Test per FBC. TAS 10-2-94 1, Anchor verification calculations and structural aialysts. compt;uig xith FBC'-2014. along with nairked-up drawings and Lasiallation diagram of vinyl slikluig glass dow. prepared prepared by PGT. dated 1109 15and bi..r revised on 02 14 16. rizied and sealed by G. OTHER by Fenestration Testing Lab, Inc., Test Rtport No. FTL $548. dated 12-'V4, 15, signed and yL %,Llle3 P E (SubmweNO.A.V0, 15-1210Acceptance Authond imeler 1. Notice of Acceptance No. 1-5-1210.01, issued to PGT Industries, for their Series sealed by Idalmis Ortega, P. E_ (Test report revised on 0 1 e041 6 and 02114 6,). 21. Glazing, complies with AST"N rF - 1300-09 ­55 7 0/2 7 70" Vind Sliding Glass Door (Reinforced)- L.*-%I.L" . expiring on 0+14i'2 L I-haq 1, Cliand.i. P.F Ishaq 1. Chantla, P.E. I*aq L CUnds, P.E. Product C ourrol Umt bup*rvlao r Product Control Uait 1;ap#ti^or ProdgetControl Unit Supervilor 1.%0A.No. :1-0:0.03 '%'OA.No N'OA Yo, '1.0!06.03 Expiration Date: April 14, 10!6 Expiration Date: April 14.:02 .6 Expiration Dtht*r April 1.4,2016 Approval Date: March Zf, ZO.'l Approvall)awt March'.96,2101.1 ApIwora I Date: Nbreb 13, 2021 E -3 CGI Windows and Doors, Inc. NOTIC E OF A( (:'EPT.kN( E: EVIDENCE St7B'_%0TT1D E. '-%L4,TERLAICERTIFICATIONS (condnu-i) 5. Qtmex Part Super Sipacer Standard complying with ASTM C518 Thertnal Conductivity 0.881 BTU-ta- be-ft-`F. AST-M F 12491, %7R.-Piis. ASTM D3985 Oxygen -Pass. ASTM., E 2190 I.G. Durabihty-No Fog Pass. j.50niftied cruder prtllon s N"0A No. 05) 6. Quanex Part Durnstal complying with ASTM C518 Tbennal Conductaity 2.22 BTU-=,, br.-ftr-'F. ASTM F 1.149 WVTR-Pass.. ASTM D 1434 Argon Penneance-Pass, ASTM E 2180 1 G Durability -No Foo, ASTM E 5 46 Dew Point Development -210"Fin 48 its. (Subruitted under NOANo. 15-040.0.0.1). 7 Vision Extiusions. Ltd. Parts compiy� g with P*VC'-AA_%l_-k 303-13. Voluntary Specification for Rigid Poh-,-invl Chlonde (PVC) Exterior Profiles for VLaon EXTMS10111, L7d -VEX- I *Dv AXNLA Fenestyntion Exterior Profile Certification Program. (Subniiited remitter X0,4A*o. 0409, 051 9. Vision Extnisions. Ltd Parts complying with n,C-AANLk 303-13. (Subytifted wtiler .\*0.4.Vo. 15-0409.05) k PVC-AANLk 303-13. Volnntar.v Specification for Rigid Polyvinyl Chloride (P%'Q Exterior Profiles for Vision Extrustow. Ltd.-VEX-1 by AAMA Fenestration Exterior Profile C enification Program 10. Notice of Acceptance No 18-1217.14 issued to Enet7i Fenestration Solution. 1_�SA lei":, foi their Jan 3040 & tight shade (;non -white) 11-hivp Rigid PVC Exterior Extrusions for Windows and Doors.'. expiring on 02,104.121. 11. Notice of Acceptance No. 18-0122.0.1 issued to Enertri Fenestration Solution. USA. Inc. for their series -White Rigid PVC Exterior Extrusions for Windon sand Dow �"* exl%ruj- -m 02 "IS "13 12 Notice of Acceptance No. 20-0203.03 issued to Enef2i Fenestration Solution, USA. Itic for thm -Bronze & fight shade cap coated White Rigid PVC Ertei-ior Exit-usions for Windows and Doors', expiring on 0446`25. F. STAMM EN T S 1. Statement letter of confoiniance to FB( 14 Edition (2020). dated 04,221,20. issued by manufacturer. signed and sealed by Anthony Laui !k,liller, P.E. 21 Statement letter of no financial interest and of independent Issued by mantificnirm dated 04480M. signed and seaked by Anthony Lvnn Miller. P.E, 3. Private Labeling Agreetuent docinnent between PGT. dated 03,3015 and signed bv all involved parties G. OTHERS 1. This NOA revises NO-k# 17-04!0.06 (PVT1V`CGI) and updates to FBC .1020 Edition). expiring 04021,21 . 2. RER Test proposals #19-1155 dated 01 10,20approved by IsbaqI_ Charlda. P.E. expiring 04!14�I. Ishaq L Ch3ticbi P.E. Product Control Unit Suponitat, No. 211-0:0.03 Expiration Date: April 14,203 PG1 Industries. Inc. UPI I (A 4MM114EQ-42 15M 41 VA M-1 MOM 3. New Evidence Submitted A. DRAAAMGS 1. Drawing No 1OD-5570.0 Rei B. inked Vinyl Sliding Glass Door NOA (LM)''.s1rets I Ilffou.71, 21 of 21. prepared by manufacturer. dated 10,10515 and last revised on 0101,*2 1. swned and sealed by A. Lyme Milker. P.E. Note: Tbs revision consists rephcftuetit of�lanie e%xom2 uist alla%oa screw with t1at bead. B. TESTS 1. None. (ALCtILATIONS I None D, QUALITYASSURA.N*( L 1. '%Wira-Dade Depainentof Regulatory and Economic Resources (R.ER). T. '.NL-kTERIAL CERTEFICATIONS 1. Notice o.,A cceptauccNo. I9-0305.0.2 issued to Kul aray America, Luc. for theu "Trosffolt Ultraclear. Clear, and Color PVB Glass Interlayers". expiring on OT09024. 2. N0Uce OfAcceptance No 17-0808.02 issited to Ktwarny.America. Inc, for their "Senfti-GlaTt (Clear and 111ifte) Glass Interlay ers". expiring on 07.,,04!23. 3 Notice of Acceptance No. 18-1106.10 issued to Vision Extrusions Linited for their "Brown Coated (Painted or Laminated") White Rigid PVC Exterior Extrusions for lVindows and Deors"*, expiring on 09130�124. 4 Notice of Acceptance No IS- 1106, 11 issued t c, V ' LP"kin Exinisions muted for their sefiei "VE 100 Tan 202 and lighter shades (Non-Whke) Rigid CeUu.Lw PVC Exterior Extrusions for Windows and Doors'*- expiring on 12,29,12L T. S T A T E 1 EENT S I Statenwnt letter of confornLince to FB( ­1' Edinon 00210crated 0201 211. ti;suee, by tinnufactitrer. w,gaed =1 sealed by Anthony LY=,Nliller. P.E. 2 PriVale Latvlilig Agrmixnt dated 03 08 21 between P(JT hidustnes. hic <did CGI Windo;x i and Doors Inc signed by Dean N1 Ruark, P.E., V.P. Engmmuig. on behalf of both companies. G. OTHERS I This NOA revises & i enews NOA4 :0-04 29,05 (PLA w CGI). expiring 04,14,26. 2. The current associated PLACGI fde;:21-0.105.01 e.\puvig(41426. E -6 1-."q I. (hand"J. P.E. Produce Coutrul Vait 6upervi7or N01A No. !1-020SM Expiration Dante: April 14..'0' .4 Approra I Da-te: March 's. 2021 March 15, 2022 1 OCT 2 8 20z2 Virtual Review Assist. Inc. Mans Review completed and approved 'I I 10t compliance with the 2020 FBC 71h Edition by Debra Anne Mahr PX2308 Cn E =3 CD Z� CU > 0 16- > M_ 0 CL < 0 O CU M O LCU W CU Z _J CL SHEET NO. PA 1.3 ,1'a ,_Ij _L. - __.. I I I I I I I I _L I 11 ir I I_. IIIIIIIIIIIIIIIIIIIIII! - / ­_ TFEC0 IN\ _ 1L TILLIT TESTING 6 ENGINEERING COMPANY ___ ---..I - _ ---.- .. _ __ _ WAT IrRAL A. nLLrr, 111t., P.O. dIK,r4QBoI.CCrn YLPILL.- ."INT Ft.L_V&1`1~11 PRODUCT LVALtJATIQN_Rt;RQRT REPORT NO.: 20-0728.01 DATE: July 28, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Storm Pare6 PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global Protection Products LLC. 4800 S.W. 51 Strew Davie. Florida33314 1A PLIRPOSE OF VALUATION: This is a Product Evaluation Report issued by Walter A. Tililt, Jr., P.E. (System ID # 1906) to the Global Protection Products, LEG Rule Chapter No. 61 G20-3, Method I D of the Florida Department of Business and Professional Regulation. This product is t)elng issued an Evaluation Report as described herein, and has been verified for compliance in accordance with tne 2020 Seventh Edition of the Florida Building Code, and to verify that the product Is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect its limitations and conditions ,_EVIDENCE $U13MITTED: 2,11, PRQIJUCT EVALUATION DOCUMENT I P, ED, 1, Drawing No. 20-176, filled "20 GAGE GALVANIZE D 5 I EEL STORM PANEL", M)Rpfn 1 thru 211 of 26 prepared by Tiltaco, Inc.; signed and seated by Waltor A. Tillit, Jr., P.E.; dated 07128/2020. This drawing Is an integral part � A ,Qp,is Evaluation Report. ,"Al It?, AN ,,,,"��.R A. )'114 %, ,. ........ # % - - _��- , . - - . S - - , � No. 44167 - - Z . . / -*: 1. 2 7- : 1 _��111,2" .*= �. I/ -:. I—* - - : ,Z %1 .PO,..- A " C �' ,4��. �- -,- ZOPIDIII, .--.� .I %el" . , 6355 N.W. 36th Street, Suite 305, Miami, Florida 13166 - Phone: (305) 971-16 �,,, SSI, ` - -iOIIGOY n ­71111-10"" PRI)DI)c r FmALVAjUn_Uj%ffijLNLL_ZlLj) 22-TEST REPORTS: Large missile impact and fatigue load llost$ were performed under Protocols TAS 201, 203 as per section 11326 of the Florida Building Code. Uniform static loads as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & Testing, Inc., Rarx)rts # 96-669 dated 08109/1996, #96-570 dated 0911811996, #96-T30 dated 09/20/1996, all three signed and sealed by Hector M. Medina, IbI Fenestration Testing Laboratory, Inc. reports N 2032 dated WW1996 and # 2126 dated 10/0511 D98 witnessed by Gilbert Diamond, P.E and Report No 0219,01-09, dated March 4, 2009, signed and seated by Edmindo Largaospada, P F and HAnry Hattem, P E Tensile test report No. 9CM-197 by QC Metallurgical, Inc., dated March 13, 2009, � signed and sealed by Frank Grate P.E. Z.a-STRUCTURAI ENGINEERING CALCULATIONS: On 20 Gage Galvanized Steel Storm Panel for maximum panel length Va. design wind load, as well as maximum anchor spacing Vs design wind load and panel length based on rational and comparative analysis, and in accordance with section 1616 Of the Florida Buildinq Code Calculations prepared by Tilteoo. Inc,, dated 11/03108 and 03/12115. signed ar)d scaled by Waiter A. Tillit, Jr.. P E. 3. MISS IL19 IMPACT RESWAN-C-E- Large missile impact under section 1628 of the Florida Building Code, as per TAS 201 Protocol 4. WIND LOADS KF,3ISTANQF= 20 Gage Ga;vanlzed Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall be as indicated on sheets 8. 10, 14,15, 16,19, 25 and 28 of 26 of Product Evaluation Document (P.E.D.). drawing No. 20-176. Maximum Anchor Spacing snail be as Indicated on sheets 8, 9, 10, 11, 14. 15, 17, 18, 19, 20 26 and 20 of 26, of Product Evaluation Document (P.E.D,), drawing No. 20-176. 5. INSTALLATION: Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 7, 10 thru 20, 23, 24 and 26 0125, of Piuduct Pvmluaiion Document (P.E.D.), drawing No. 20-1176. Minimum separation to glass shall be as indicated rin sheets 8, 14, 16,25 and 26 of 26. of Product Evaluation Document IRII cl(awhilq No. 20.176 o,olkIIII011,1141, "% D, N T14 4 N 4�-,�Ii�........... 4, s, 4p ,`\�\1_EN,9,_'*-1_.� I , ,� ,R- Z -�� 44167 " ­ , � - ft. - _ - . � 77ui` STA*TE OF .".:Q: _,_�_�"�_ 11 1 44; 1 \ oi,-. zowo ,.--,;� 4 ;f. V.Nin�iine i�0 -.--. _._...­_____..._ ­___ ___._.___.___ .--- - - - ___ � .___7 Gocea, !ffi. 0.31 IN CASE WAT PPEQ4SI STOW OR PRECAlff CONCRETE PANELS ',Orr."l IAH .M fi(I,QWI,� OF MIWI - I.., , � 111ft. PAhW) CUPPIC WAIA. ANCHORS, S4�!. fir LONG CUMLIGH 10 REACH THE WA STRLICTUIRE BEHIND SUCH Npi" I STORM PANOIL 34OWT5 llztA r ;;AAIUAT,DH 'X)Cu,QEhT (P CD) ,iAS, BEEN YEAkrut roe ' ­11 ­rs ,v ANckoRMIE SHALL IR As IR,, r*Ku ,, I, I) II ih ft 21 ! &4C*OOANM WIN THE 2020 (?M [Dt,YIN) OF PHIF nDI WAINK CODE 'c) 1.2 EMl1&_VX9 jffi_AftUY­;tAMYITY..y w= WE. I - ;/ M WIND LQB= SHALL 01 DIEPERNANED AS PER SE PILMOF THE ARM INWCNFD CODE. ,:*O TAPCON ANCHOPS. AS WALWACTURED BY I 7 W " IA I 11: #AtIT WIND SKEO AS REOLPRIO BY 14E ,0"SDPC1AOND*nWMNE THESE SHL"TEAs WE I K INSTALLED AND , -10 PANELMATE FILINALE ID AND PANDULATE PLUS AftZHoR' A% "IPKI.41, V, III0 _0`e1I001CT1oN FRoDVICTS FOR A 11MCNINA! ft' iAC!nk ".O ft USNC ASCIE 7-16 AD SHALL NOT 1XCITO THIF NiV0IFjLN4 (" o) 11, W' SCRM PER "DSL DIO-H M4111- _N.� -IrD (AA 1-11 I I-. .1 I., 11. Iii. 11 A, 2. I . ­ . I ..,., - _P A3 NwM+D,JT[D w ALL "`­ 3cft.. III . Y'r_` 11 IN ORDER To AN" rht ABOVE COKOON tAIoNAA1 DASKA ~ L," oLYrFNW,r[, 1-�� Aj,j 1-16 C 1; bVIIINQU Dftt�,f.0 IL!K�­,. �'. ,� .1 ( 'A 'APt,Q,, ANCAM SK eE 1 1/2. AND I. " EECo P. LNAj' '... L � Sou IN rest ADDUCED TO &W OEPW INNO 6QAQS ffY WA:IIALIAG :141V LIV 09 ft QADLR ;LL v_L ,< col"AARE THESE 111 NAVA (kllo) OEMY PKS$LfK RATINDS INDICATED ON IFIELYS I MRIJ 12. 54, -_- ,t -� 4 ;( AND P"xkwf 11MAJ,J, .� I 1 7: NINNIUW "Ek" PCKIRArADNA OF LAC SO", MO fK WOO IN" %Wr ��L BF ' 112' NO DANEADIED IN .Vr4`A 10 RHEA OIA AN,,room ON I- of a AS 'TSITv WIVE NO, QVF,R qfrn�sl(ll A 33z INCREASE A4 ALMARS STRESS TOP NO LOADS TH WAS LIM AMD At FW ANAI vA IA-W. NPAC� 1� III000 HAS flln. OFTFININIFID W PENCIPAINNN MO Mcco 5". of covsoffiu) As PART OF THE REGUR111 T..PfAw FIEN177;WoN � DA ACCORNCE WIN NILS 70I9 C,j) WHINLIM fl_�,f (A% -A*:, C�f I.N.�'"-*S, INIb TiOrit SHALL K AS INDICATED IN rAM DRAWING STOW PANEI'S ADEQUACY FOR 4~ MO PRO RESISTANCE HAS BEEN v(WIED IN ACCORDANCE %1III %VC*11DN 1926 Or THE ABOVE B1EN7aX1) CODE AS PER HURRICANE DIGINCTRINIG A, TEST" W REPORTS 96-5o 96 5 III, A vt "f! AND c 4) how" PIDIET1111,10011, OF WOOD suwwl %4N, N ", 8' 1/4' d 220 scFwws USED so" of 1 1/2' LONG miAI "TNESTRATION TESTING, LAP W. REPORTS 12D32 & #2126 , AS PROPO(.'OLS TAS-?ot. TAS-2o2 AND IAs '03 SHMID STUCCO EX46T, AND I' U'AtAN.At 14t .N1. .111 .% 1TWTC 11 -k'.t " -1 M 1WO EP14N I;AO 01 " rIORIGA REPARI IC*19.01 -ft. AS PEN TAS 2111 INS 2af AND T 1. M, , _ I 'Ilrdl1ll c S) . rAsr THAT PRECAST STONE. OR PRECAST c4LAcA,o4cFwTx PAK". Sju.,c.::-.,-r� LI, -,­y, f,.,W�F. Pr r,,.INO IAH ,.I. MONC I CHOPP, TO " - ,-Ar,I,-­. - I I I ­11 'V W,1 "I"1W ', NE N-1 AND TEWPER (tWQFSS 'NFII­,F -Ifill SEE SHIW 2 AWI fORAn! SHALL BE AS NEWTONO IN C 1), C 2) * C 4) ­ 3 ALL AL,). -NW SALT ,g,. ,,'At, A; I"'I", L,,,kl -Vt ,,l a k.,J'I (O7 ANCHOR' SHA, HI INSWIM r'XLCWK &I �,; M *FCOV&Arha4TIO0A$ AID SPECIFICATION$ OF THE ­­­ ­--, I 1W. 1 A Ali SILL SHEET NICUL PANCILS 5"No. HAVE STALAOURAIL. OMM $TELL ASt4 A-43J GR" So 1044"M C-M " PANELS WAY ALSO K INSTALUE, I -N, .7iff] :1FWNAT14)h */ry. %55 kil (Ana floum)� NONIZONVILLY fOULOWft, WIAL�I! ' -,L.� ' ','I' � ON 5ECTION J NRDVC�f I 0 (3HIECIS 4 T"rAjG4 6) DIC[PT YW KEA" QD Ak 0 $HALL Nor sr ,.,%E, z ALL scpm To w vmwrss sTrfL M4 LIN 3 I 0 MSi W IW S r* (,APQ',A* ki •:4$;ANT C-C.To cmeal STEEL As PER 4 IT $MN t tie I H1 W "PONSIOk"T Or THE CD471WMR to V1ERFY THE SOUNDNESS OF 'I'l 510.1 V'01! 11 I 11 � , � .. 11 I-f I ow 50016 "� bo � liko �Irhr["(" A"c to ", TrNw ';rRthI't1j A �Wl cONA­ A/ fIDAAVA SUIID-K coot SECTION 24 1 3-34 ATTAC"Er If) 460 1 '"n' A4CTAAWA THIS SRJFTER SHALL ONLY Sr ATTACHED To COK *171. BLC,1.r I sxcwls 0 111I IV BE A5114 A­3DI WvAWLD STEEL. OR 4'%' 304 VWS SIWM STEEL. WITH M 6j. "NUU11 "1716 sIREKT. 10 EACH RIX" Si,A,A -'"I, NA -I, Ili­14. (1AII 9 -0 THROUC), 12-4'. AS PER SECTIONS 6, 6. 9 & iO AN. P ANIIIIIQRS TO WALL $H.AA BE AS FOLLOWS " it TOW ON Sb*kl' 1, 4 .j, 1) R[5.ftLTAA_,r, 5�� HA14 A 'ECOLE AND READILY VSW MARwJK WST*v.',., :, W" "A'Aalf .-I1rIArT TO SECORE �." A(WAQLAAAX PORICITS OF NAINICANIF IANT.INC ,Ai 'o EXIStt,eoVsa) I.Q..K201 I I I-E INSTALLATION CONTRACTOR IS To SEAL/'AV,. AA, '411111' L APW*M: EMS *"CH RUIANN IN Co'liNuous coNTAr,' *1 ' /4-f TAKOR ANCHORS AS MANUFACTURED W t.T* 61AILDEX. Pit (W 1*­1192 9• ) THE ",-LAW TO P4114! N r),IIAIH INFO,rWN - ;/:, .... /a �� , _­s7,_­3. - ANAINVArACIII.wo 151 oc_� I� I- I-3wo P­ � L / _- , 1, swo "HoRs, AS DismIATTED BY ALL POINT SCREW. 1100 A SPfCk4,r, ­', A : STORM PANEL WALLAT" SHALL C(AAX� 01, :PCC', rAALA:iu . !.S O.A*TNC PIVS AN' SUILD-G -No ZOWIG RLWLAI*NLS t',, " .3000 L , � , DQ(TROCO ty TIE AA*DCTIOH VAIM ftRNTI A *0-11!11 !I, - #14-to PARE,Wr[ r[�;. I, . .TA',"- " '; 1-11AIIAS. AS AIWI­OEV L` .1�0 '1301SINUCTION PRODLICIS '- ' FT'*" EWLIATION DOCUMENT (PtO') PNtp*M 9' I.% ENU.'.C. LS �.jht*� W,,(." "I ANC " ,N _' N`)R_- j (MN. . '. ­3350 PA')1.1 L I ICN A Gil ­4COIC PaGjrITT. ;e WHERE THE VITT CONDITIONS DEVIATE rRom THE PXO - 1/4-t cr TAP-OPIP AND#DRS. AS WAHLFAL11WO ft' lk-FAN, I`GRAAOeAnON ("­Xtn ­ , A 1) BINNALTB EMBEDWITI or TAPCON ANCHoft INTO POURED CONCRETE SKV � , T E I-) C-1­1�1 r '- X --oI,` r- "I' UIU�, HLATCIt -0 �1-11­ NIC1QCA­ 11f WE" ..11 -­ ­.'., _L EE 1 3/4". �1- 10 ­i,1,,AAT, F � BALED ON r,' N r C � "C�IUED Af/SHE DOES NOT W�Mlr rRop, THE C 40TIONS WAKrD a" THIS V()C.VQENt 15 AND PANDIALTE PTA& NO 1 1/4' FOR Or TAP-ORP ANCHORS CLWSTWA`•�.N WFTY AT SITE K THE CONrEACTWS 1i[SPONSEHYY A?I I`ACXW 6 SO�*­C ""OPS SHALL IN EVKLUO 1/3' MID THE POURED CoNCIIIIENE NIL' Lx91.a1t,;f ,Nlo (c1 IAA PWNrT N&WANA4 DOCUAITW WRt RE CYw9LAEAFD INVALID IF MOCIFTED I'll, '.I) J, , BE PERW"ED 1/4' 0-20 SCREWS USIA SHALL RE 1 1/2' LOW 1119n11BEA1 SHOLXo 51w,c(, 1.,t . ND I' NNVW NOR WALL- IIHTH � STUCCO. APO WET K HOME SCREWS OR AU T41W.AM 5CROV� A 'I, LAL i0 SITE SPECW�W' IC �POACTN L RE PAARO ITT A tLQQ1DA RECISUREC jNCINXIEA OF ARCIOEV IANCA WALL attawE THE I. , .,!I.111 "N"'O' '3' "C%M if Q . • ... ,;",;'�" ANA' � � ER ft­�"�'W,­ 'L"r` I" .ROKIA USE O. 11W P1 V RECOWD, .A.0 AS A CE!EWIL11 fA1CZP 71, -,fV. A 1) W:A$r THAT PKcAr iT,AL Yfty�,&S; r.QKRrTt poArLs, PAvur, STucro OR w000 BONN" Ex 11. I M CN�GINM SKAU %~ TO 1W% ATIYR THI SITF 1PLILIFIC Q"WKS �OQ RA�qW FXKYNC AtAl OR Ft COAL AWHONA, SHAUL BE LONG FHCA4• TO REACH THE NW, STRUCTURE BEN% ', , �, I ,.� S ANC MCFWX 5tskl. I* A� WKI)ONED IN A 1) A40 IN A 2). 1.) Tier,PED 51IA4L WAR 'HE DATE ME, ORC.AkA& SEA' "I 51,4^IIWt Of THE -AbFESSTCNk !14.TTR 01 AMAD THAT PREPARED 11 (111) !k,��� k.00-, WVNL Al IN t " ;� "%- - �IIVIIIJIS 1ADC1. S-1 K 19C.TtO � A .TAIN , ­1 I­�� Al 11,,AA, HOW AS AAAAAAA�IVI?to W -� I IN vVILDEIL, INC,K AWL ,NA.C. r IN ACICORDAINCE WITH SECIM I70 9 .9 3 tW FIDN(A RLALDItC IXICE :�IE .11U CAL. IN ARCIADIIS, .S IAAWFACTUWM IV' DERALT III (AM 1',-'-'00 A.; ) S� i K PLACED FOR CVEXY OPENING. UAKUNC TO COWNt.v W1 H St(TVA, 1 ­4 II ., - 1�1^ : A 1�1* I Si MOW" , Dov"RejOEID BY ALL POW smw. 11GLI III %pEr^IY Co. �A 4.1ow CODE - 11 - w.• - I (NI-N Ir -.10E, P. .. - '. . THIS DRAWING S1ALL OIAY 91 IS" TO I - f,4L. 'S I,AAAII'Qt . A-0 PMtLWALTE PLUS ANCHORS, A& V~ACTURED I" LLCQ CON51144T,0" rATF or rLoRw PPoI !NNr, .,oT� ,­) oi ... I##),,, 1/.• A n •I - ­_� - ­`�Wft. - �_­ __ OOZIR A. 401.1, ""'. . ­..... ..... 4" -" �j 9A) 611NI EIAKDY"I I> A--­n-, AI,'-!W- FICA) PAHEIAIAITI AND 17 TAP c" 'N`r"L '.'rC� -I -... ' ` �- % FLORIDA BUILDING CODE (I+jI, V. ,t:!, A... I< . ro Zone) . 'I/- - . 410 I A ­_ --- _ - aLom _" sk4u. ft t I/,- . -\G I . I 2� , L .. .' . i� . 20 rA6F GALVANIZED STEEL STORM PANEL .i;Io: . S No 4 F16 � Sr. .1 1. 9.7) CALM -IA III SOUD-Sr ANCHORS SHALL OF ILMULDIXG 1/8' KID F.,C CONERM &_QCK VNIT NO tU�8tftril 7_� . /-,-- � IWO STUCCO Skiku. III[ P040TTIID 1/4. 4-20 &CREWS V-AO SHALL BE 1 1/2- LONG IfiNftAP0 a� cl 11 1��- � � PRODUCTS, LLC. '"" - TAS'. AM) '�- hWPNL&I FOR WALLS WITH NO STLKCo �qr . STAT �,F - j _'�, _ C . - 1. $1 MAYWR � , 1 I - I I-,,,. - -5 1. (0. 1OR IT, � I �,,-�,� C.. .w ft 3131.Amo-",20-176 *1 � . - �. i= .1 - riAm, -�"­­'"-,.," "'., � I I P 0 11 3� ---., 7111,�, .I-, I ., Ni. _,W�_� - ., . -;�- - - INi I ALLAI QV P GULAR 1. ,_L!&1L!> fQF_FjLF�NL: ;A_. 4l; .� � '. f. INTO EXISTIN QKRETE OR CONUETE 0 � , ljSQK _aT . . . eNt solo" 04 1 1 k"t"'OKILTV AVcHO`s . ,mRI 11 I III. 11-111-1 - I ­1111 A 11- . , , I :: - -Inv - __V 1, 44T. f - -� , VI am - 4, ­.­ , �ns " *C"', "'"'" ;W _ I , I - _ M ISO we -If PFUQ�" . I - .. , LRA. - C-11" " - � r_ - - - � I 111. I I I I � � - 0 , , I ­ . 1 V�;-11�",.._ I _:,� � I I _VW`_ - ­_ `'r 11 11 � - F " .. _. 0.1.4-0"', __ .. _ I wft I I a 1­1,�--, I I ""M 1 /4* 1"If IT a •1100POH 6; - , _� -,� � =`=IOD. - I' 4 i � \ , Il"'. L, - , .- .- - - � , L I i :-_ I I � I ".. +r- I -,-; ­ I I i ­ - , - , - ,__, - , ", a ".", I , , , I ,� ,� j,r- - - - �, \\�_X\ISN\� I j , �� - , . I I -, I a I '­w .Kokmo to I 1, if I IINA ­1 11 I'll : � I � C.O. � ')'a 11 41 9 ED jur , �_ " n IT r - POURED - J� ­ � I 1� O.-I . I-4) .� ; I � 'I j ".0"CRI't REQUIRED " I , 4 : I : I 3i I I I b : 11 1 Am'.. - ZW.* I - I ! 1 [0 a : .1 ,,Kftu I 9 : "P, W_ . 6 -_ ; 11 ism V. a A !!__+ I , : It i i - - f, -i- 1�_"= IF . 1 1 111,7'.' ; 1/710( 'l . ; ; . � . - `IT`VWL .1 I k D, 9 - I.r- I I : . =". i I . I 'j, �-, It. . . , � . - : ig 14-- 1 1 L - . I , I � . : IF -1 IT, '. 17 ". - ! I i I - : ! , I ! I - - L '_ I I . 11 5 I : ; I � - _! . I II-A.7- _! : I . 5 ! i ' i . i , � i : I : i ill i ; (D � 1 I y I : 'je� 1 § ­� : I , � I I i � I - I ! I I I �.­ 1 , . I . A ­ � I I / ! : : . I I I \, ,\ t 1 � , , , 0 , .,,,.. I I I, '�' I 11 � I I I � I , m , � : � ?� _Smw. I I I , , , A, Y� .0, . I , AB I I . � .1. POVIINQ ED I , �,e L, e - * 1 OF 1140* 1 Hi'll OR ! 4.4� 4 I 4A E 0 1 � � =PV It D I 11 1/1, 01C � ��Z I : :­ � ; �, [=&-," I I I I �, , ! - : i , .�, R1 (Ac. I rm, �;:. I ., L, , . eImc" BLOCK . L +' . . I NI. �I , � 12 IAT .0 , I I IM I --- 1 � r4NCAM BLOCK I . - I =!� - - - --t-, I ! ; A�GAIiIED -, - I I F401"to 147+ 1 'Ir �� � -j ! t -T --- -1 � . I ,Z_ I � � Ni : i �1� � ] L4-- � I I - I � I'll I ij I -111. I ­­ -.", - L - I* " - I - 1� WS1 ... 11 11 - REOVOW) - it /L . .- � ­­' � - ,-=, �4_' 1 , 0 r�:�*g,­,�ruly_­ , CO.CREW .19>10" � 4 v A - - - COW.M71t 4NCHM � 5" a " COAUWTT , , A4 "' - C •- I- __ - Eva - P, - . .� ., I- _A- - I ." a 110111c" . - ./ - _�� � 7, � �1, ! VIE SCHEI)m 0. SHOrm a � . I - 94M a 11-100. $I 0I a I,P,oxG 9) I ,�IM a rwimm 9) IWALL-lill"KIRG CEILING AMQUNTING ",A11"&Flmrl ALTERNATE BUILD OUT MOUNTING SECTION I SECTION II., 1.11-1 $LALL ,Va-I SCALE 316-1' SIAA1 3/a." : ; : I 1. 10 - � = �r I I _EIDQE DISTANCE , :rf ON _i . .-v . - _ ; �., f 15C�CDULE A. - .. [ (�) I � I ; T'� a & 11) 1 ,,, - : 9 I I I � I I � I I i L.zpr; It I t1QX_Mft_lQQM01lM11(&.0! _+L�7*NS ! 1 QL4 I SX0. I 1 JO 14" 1" " ;- v "'i,L4414,10on TUP & 90ROM MOLANT1141GS CAN o `NH, ,!�N, 'CAA-WIFT) N ANY WAY TO SUIT 4N� - 11, � 1 * ,,ol"j,01 A.. �!je;. .T11`,,1,AT1O. L, ,h I - W- " lj� I ...... . . I - I " .e-*. . ' I , I "i -1 EX4hNF 00VOIED * IL � -,A, t fLOR10A BUILDING CODE Ni(High V.1-1tv H."Ica,ra Z-4) CONCRETE . '%�., � i * .* REQUIRED. - � T V, . . . J, "167 : Z � TIMM W : wITNI-11 _� =_ � * : __ : 20 GAGE (iALVAN1,1710, STEEL STORM PANEL 11.L: .. , 1., ­­ .I III, ., IKT-S A 'A"o- F; - _% � i- ' TATE � % N;�i I __ ""' , ,�- � . 11LIECO INC-\10LOSAL PROTECTION PROOUCTS. U.C. SAII: . CIJUNG AND FLOO MOUNTING " R., - ontoI 1.1, ... �, ­11 , P " ", - ! .1111, Ts�l ­1 Tl,-_Trr.%A . 6WIL. CO - 1. ... 20-176 , "A", � E. IW40/ - 1. - .� - ril-Tur - �0.1_` � ` (.,.,"&-M? V�E 3/0.1' " "I's."i .q U.- - I___Vr_ - . ­� - I i6 VAAW&AtL0K/OM__ __ __�,N,,16716 11 [!_F---- F - r��=�- - - : . � . W 36 1!HQI)M_T_VAL1IAnQN_RLrQRT_NO, 2"Tzit,oll I 6, MATERIAL CITIARACTEMSTICS AND SPEC]IFICATHOMS: Shall be str'ctiy in accordance with General Notes and Components indicated on sheet 1 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing No.20-176. Anchor spectifications shall be as Indicated on sheets 1, 7 and 21 of 26,or Product Evaluation Document (P.E.D.). drawing No. 20-176. 7. LIMITATIONS AND CONDITIONS OF USF_. 7.1. Stiul; W btLctly III 1.umpiidv,,,u with (3-moural Notes No 1, 8 thru 14, Indicated on sheet 1 of 26, as well as General Notes X 1 thru 4 and 11 thru 16, Indicated on sheet 21 of 26 of Product Evaluation Document (P E D.), drawing No. 20-176 prepared by T1111poo, Inc. and signed and sealed by Walter A Tillit. Jr P.E. 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Flonda Buildirg Code 7 3 Product shall only be installed into poured concrete, concrete block, and wood frame structures Product Evaluation Report prepared Oy Walter A Titift, Jr., P.E. (Florida License No 44167), President of Tiltsuo, Inc. (Flonda CA-000671 9). ,,I,­1##M",10 ,p�,;i� A. T144,,',O*,, ,,, � ........ ;1, V P1, .. - - 4N , y'...-I 11 .- ItV\&,Eilise, '... . . .X ... .- ----�.'' ?, - . '. STATE OF ...: I - 10 Sk_Pf -- 10RID .- W" e... .10_ , " 0I , of , Ai, I , " ,,4111g, Ititwkv VBATILL D1 TILT CO ACNION RECORDS 1 P. E. REPORT 201 GLOBAL PROTECTION PRODUCTS, LLC I, 20 GAGE FC GAILVANDitU STEEL STORM PANED ORWO 9 '!O-1 76 1 REPORT 4 20-0729.0I --� - , t1JLEC0 INC_ TItLrr TESTING & ENGINEERING COMPANY WA UTE, Ft A. T1L IJ T. RL. 11 F_ .PRO I EVALU I 11 I - .. I! : I � --- ATION PQRX " I A t ­­ 'I, "KII I REPORT NO.: 20-0727.02 DATE: July 27. 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Storm PanelF, PRODUCT NAME 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global Protection Products. LLC '18W S.W. 51 street Davie, Flonda 33314 1. PURPOSE -Of FYALWION; T his I,-i Product Evaluation R000rl issued by Walter A. Tillit, Jr., P.E. (System 10 ll 19061 to the Global Protection Products, LLC Rule Chapter No. 61 G20-3, Method 1 D of the Flurida Department of Business and Professional Regulation This product Is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product is for the purpose intended at least equivalent to that required by the Code This Product Eyalualiuri Report shall be subject to review and revision in case of a Building Code change that may affect its limitations and conditions 2. EVIDENCE SUBMITTED: 2,11 , PRODUCT EVALUATION DOCUMENT (P.E.D.„i: Drawing No. 20-175. titled '24 GAGE GALVANIZED STEEL STORM PANEL, s"els 1 thru '18 of 18 prepared zy Tilteco, Inc.; signed and sealed by Waiter A. Tillit, Jr., P.E.; dated 07/27/2020. This drawing is an integ,w,r !�, �1, Q, is Evaluation Report "I'll .,,,- �41"", - I ......... 1`1 11, , 7;l,� .. ' 1/0 % 40"*�" \NcEtilsi, ..., -S .,S.. & ­ . . �t.,_ -- ' I &----. !j -z'. STATE OF ..' � z I P'. . (Z I- 11�,04:,--- A1ORl0..--`,k- i" **� ,- C.� .'- �, . - W-1511 6155 N.W. 16th Sinect, Suite 305, Mium. Florida 33166 - Phone (305) 871 !*��XA, .. -,0s,.,! "'.."I" - I— .___­.__­­._____­­ .-.---.-- . - _­­ COMPONENTS FQ_R__REQWAR _& LIFE SAFETY . � _5jQRK PANELS I (5( At F 1 15 IH- (TOTAL WIDT)IJ I., M.- VoIk .,W�) 12.-* (O`FTC7� ­`.� I A . - - 8 2W, 1 - - I 1�1. - - 1 350' - � !,00. - , I - I I I I _11 I I I - -.350' - , 010X, WN, 1160, - 1.350* - ,', ' A - - __---, , , F - - - ; �,. GALTINIM SIM V,1 I I ,, , I . A67W I FRO Ij� I / , 7\ .. 11 .. �N­ I I N I CRAX M 100- NLI� - I " ~ 1, I I . A , � ­ trl= Z11 I I ELYA SA I . . - �. It uk, LOQ A" - "y" 4 ,,,., ry-1. .,N � 1 � / �\ / ,,,, j " ­:. , I . _Df 5I3 .PANKLN OK " I ." I �, ", (DOE ��t' K Z t A , I'll I , A Nez .. 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I' .. _­= .-_&Z-A ­" ows OR Cr -OW, I 11 i (SEE "DUCE5 0- (- ..- - � 11 I� 61) I _rr- 111 d SHTM 8 a 11 TING (D.M. � -BUILD OUT MOUNTING .1 .., - I SECTION I " .:ALL 315.1' ,xm 1/8-- ­ - - ­­ - - - ! I -f* I . ma of Ex.s,- A , ­1 . 1I 'i� - - -1. . I'l. j EO , [W.t 01�:TAMCt a ___`""` D" M.1 I .; - WIN OR I, A 1i .� ­_! , " i CASE F (PLAN) Darmic STUCCO/ I, �', �,,,Tr %,Aao S,,If � T1, 8 A, 9) I /-- , "_ sc.0 i/,6- I I "Do B.AX I : - 6, I I 4 NEW ", Frot - v-ft% I /a, : 1) NM-EQP-.CQMMW(L*I-.QF-SE,.'ILINS I / "I ALUM UG OR I' . � CS I _j E ! TOP & BOTTOM .OLNT1.Cf, CA. K . . 9 I Woot, PLA' SPACCR I I I I I � e(NAID Tk.*jl UM _T I-- � I COMBINED IN MY WAY TO SLAT wy CA5E_L._LFl.AN� � . . 1 It �54E scrto,'L �. I ! )NISTALAArION sr,t ,�,e­ I - r. 5NILIVIS a I-XH III) � � � A- -1 I'liIi A. t""" el'±� "'A" I:2�.: t 140% ­r 1*1 � � .... I Al .. - . - "', . ExISTINK POURED ,. '. � - I I� - � - A I s � � IV � ': ' -A , -�� , . - . -, ­;­. - . � .. F. - rLORIDA BUILDING CODE (High Vol-Ity N.r I"- Z...)I __ �.11 -.11 � - coNAETE DR �w , - ..., .. . " - . CONCRETE IIKOC, TP. �. -I- I - I * 1 20 GAGE GALVANIZED STEEL STORM PANEL Iw __ I . - ,;� A � r zit .. ' . - .wn "LIM, FAr I I PH "n ... � , ." Kou"INED ,-I ­�, - No 44167 % 1 T­- __ DINAI il XiIN SECTION X-X - , * i - � __ sc.w 3/6. - - t �� . -111?�-_S- - -:� - PRODUCTS, I.I.C. "" . -C SATE OS � , - / I I L I E C 0 .... \ GLOBAL PROTECTION VAIV La - ' DETAIL FOR PAC[Ra_ - -P'. .�i .- � L. 51 � RE jEQ_A OR - I � ,� , S.­a,*�, UCCO�X % e� - .8 _. I`_ j � 00 ,,,. RJUIN .-f, BOTTOM TRACK j BANDS .I,, 'r'. , .. __ _­____­­ HA2HL OiHi=�-- - ,..-, 20-176 i ACENT T-0 - '. r�.'__ . --- .-- . f� N&A i", Ss, * _. stilt ­­ - DiN ­1 P`NHHI� � IL 0 - I- �, �, /• AL � ; I I - .,r, .... ,��:-�-,,�,_a ��Ari­ -- - •�_ I. __ _____ ---. W _.u. " " �!T't=414-91 va ­__ I .7 _45, -, w Is -.------ ____ ­ - . I - rKQkLILLLXALLAiliL\ALWRlZlO.-l(L4212AI 2.2. TEST REPORTS; Large missile Impact load tests were performed under SSTD 12-99 standard as per section 1609.1.2 of the Flonda Buildirg, Code Uniform static ioads as per Section 1709.8.3, per AST M E-3 30. Test reports prepared by American Testing Lab of South Florida, Report* 0814.01-01 dated 03111102 witnessed by William R. Mahner, P.E., Boriz Moroz, P.E. and Honry Hattem, P.E. and Report No. 02119,011-09, dated February 25, 2009, signed and sealed by Edirrundo Largaospacia,PE and Hattorn. P I- Large missile impact and cyclic Henry, loadings per Proloci.ilsTAS 201 & 203 as pet section 1609.1.2 of the Florida Aiiilriino r,ndp Tr!ot RApnri prprsrsud by Amer can Tasting Lab of South Florida, ReporlNo 1123.01-10, dated November 23,2010, signed and seated by Julio E. Gonzalez, P.E. Tensile test report No. 9CM-198 by QC Metallurgical, Inc., dated March 13. 2009, s-grad and sealed by Frank Grate, P E, as per ASTM E-8 and Tensile Test as per QC Molaflurgical Report No. 1OKIvI-1 318. dated December 1. 2010 signed andst,�aleid by Jerry JaClOfano, P.E. as per ASTIO E-8. 2,1-STRU01URAL ENGINEERING CAL-WLATIONS; On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs design wind load, as well as maximum anchor spacing vs. dc.9ilin wind load and panel length I on rational and comparative analysis, ,and in accordance with section 1604 of the Florida BuIldirg Code Calculators prepared by Tilteco. In(;, datod 1211 8!10 and 08,I270 3 (for this revision), signed and sealed by Walter A TIIIIII.Ar, P F 1_MtSSILE IMPACT RESISTANCE: Large missile impact under section 1809.1.2 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 201. 4. WIND LOAl2 j F STANCE: _3ES 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures, Maximum panel length shall be as indicated on �;hrlels 3, 9 10, 11, 12 and 117 of 18 of Product Evaluation DK�cumnnl (P.E.D.), drawing No. 20-175. Maximum Anchor Sparing shall kv, as indicated on shoots 5, 9, 10, 11, 13 thru 16 and 18 of 18, of Product Evaluation Document (P.E.D.). drawing No. 20-175. 24 Gage Galvanized Steel Storm Panel has tl�aen verified for code compliance to work as d non -porous Storm shuritter assembly, as per SSTD 12.99 Standard I -, lr --I 4E* ­7 . - T,o. . i -T-t467 *. , 3 " : ,,,&nj - Ir * .1 * - '. %7$. - NNP,-�..."ZOR0. �,, ... # . " N I ','A, SI& it '�',OKII;� EBLLUELCI.EY&LUATHINJUQNaRlEQ-ltt22= i 1 WSTALLAMR. Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 8. 12 thru 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. Minimum separation to glass shall be as indicated on sheets 3, 6, 13, 14, 15, 16 and 18 of 18. of Product Evaluation Document (P.E.D.), drawing No. 20-176. B. MATERIAL CHARACTERISTICS AND SPECIFICATIONS: Shall be sUicify III du�,uiudTv_v, will, Guiiefui Notes and Components moicaleci on sheet 1 and 2 of 18, of Product Evaluation Document (P.E.D ), drawing No, 20-175. Anchor specifications shall be as Indicated on sheet I of 18. of Produr.* Evaluation Document (P.E.D.), drawing No. 20-175. 7. LIM ITATIONS_ AICILCONDlTiONS Of _M: 7 1 Shall be strictly in compliance with General Notes No, 1, 8 thru 14, Indicated Of, 3hool I of 10 of Product [valuation Document (P E.D.). drawing No. 20-175 prepared by Tilleco. Inc, and signed and sealed by Walter A. Tillif Jr , P E. 7.2. Product shall not be installed within HIGH VELOCITY HURRICANE ZONES as defined cn section 1620.2 of the Florida Building Code. 7.3. Product shalt only be installed into poured concrete, concrete block, and wood frame structures Product Evaluation Report prepared by Walter A Tillit, Jr.. P.E. (Florida License No. 44167), President of Tifteco, Inc. (Florida CA-0006719) ,.-....--­.,--/ - � ,P* -.1 ,AENS�`.:,P �V 11 J - . ._ --I -,.­1___ .. . , "'-�' 441-67 -. -2.1 _4�11__" I * : r �_, I * WAT\I,t " . .0 D�l I IT TrrO A rI&A " RF 17e. RE) 91P, L. RLPOR1,10 % *L(ATAL P4� , .1 , PANEL % DRIVING 0 20-170 L REPORT a 20.DrV. ��- i lon"A q GALVANIZED STEPLC'ST011M I I kh, - " D. �-., .;,-,, Y;� ........... �, C-� s 1 1/4. 2/4. 3/4, 4/4, 5/5, 7/5. +IIIII 2W/10, 3W/10. 4W/10, +6/5 5W/10. 6W/11 & 7101/11 � 1, - _rKAA1. 10" ;~"t S" �� - -ern 0 a 10 .., - � I .. - FOP WOOD SEE SECTIONS ON SNEM 10 & 11 --I* WIN" .- - - - . , __ - __ - - ___ __ - . ­ 11 � ., 0 0 - D.M_l�. (�). (�) + (AA) r = I . - , i- ­­­. � I . I . I . ��, ____ , . - � - r . � _­ --- . I . I- -,- 1_7 I I - , 1�; I . . (D-(��).-(D,(@`- 6 I ; , - - -1 - @ I T I I - I � 1, � � 1 � . F7 i .11 I i i ! I � � ! j 1 1 � I � , I .i i I : � � I i i i,� I I, � I I I I I I . . �- 7 -, I --- I I j - r--� :' I I I 1 I--,-- T - � I , l� I I J.- � I ; - � I A - I ""' � I- �At I . � UNLOLTED PANELS I � I duLILD PNILLS Wj t/0-101H' (SEE SECTIONS A,') � : ! ] I : - I53. 456-SwoUl MA TETA"BoloW 3/32* i IAP1AL.PCA8u) i I 1 1 ; i I � (SEE SECTIONS AS APPLICABLE) I i : � , I I 1 1 , I I , f I ! : I I : I D. Ill & @. 04.- @1 I I ! i I I , � �0-1- I,41 - - - - . O -44- I _.��Il_ _,__ _� _)�' - F, ,�h_ ell ! I - - , , -- ;t � - ',4 - r6-.(4 ,4_�. (6)�, - r 1/4, 2/4. 3/4, 4/4, 5/5. i/5, - I - - . I' I" I 01. IWIIO. 2W/10. 3W/10. 4W/10. 1* 6/5 5W/ 1 0. 6VV/ 1 1 & 7W/I 1 - AW.HDRS FOR CDAICNLTE SEE SC"EDULt ON SNI I It A A 4 - foR *DOD Stj "cTONIS o. s-ULTS !0 iL 11 : ' REGULAR STORM PANELS 1-A .... ... 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CONCRETE SLOCK BLOCK OR CONCRETE BCDC', j, M.. 2 11'r 3' W.; wroum COW-Irm A��Wi FlEo'"WED CQNC`KR AAC-OPS REQUIRED " - INA, CWEAIAP�_I BOW 1*11`11 *1, I ,IL am I 1' !` . ! thrit WN,,OAr - 00100`�F[ A"C"M - - . I �'Iqil �) e�.E sc�rfta ft ($a see M 0.11111 A* WN Wri 0) SHEn 0 * I � . - � ,;� .- a _76 ` , i ,.-.---. ­1 � I � � 1 � - : � I I - � 11 - : ,- 1, -�C2.. , __1 I ---,E.jz-,, I I 11 I - ',� r 1 ,� � : ! I I I I I � 1 71 1 . 'I , so I � ! i : I (IF E , : I- � I 4, I E 0 � ( I) . I I l _�- I J I 11 I I - I � I �, � I I � . 1 4 1 : I ; ; ; a . ; � ! -0 I I I I . - I � -.,..� i.-,� , I . . I I I I p I I � O'IDAW . , - : - ft`AAAw : I - _­ � 2 : - _'. I I -114? 4 -0 ii- .1 I ; a a , ­! I . - � I I � � , . . h I : - 7-, , I Ft ; . , r I `1 A I . - .) I I Z : - e. I . .1 . I � " .! : : 4 IN't, F) I I I � - , . . 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"1,2'P.111 1 .- - _ �k.. i _ . _4 I I � , i . � Q r� � �, . i , II 19 I I I , 1� , 11 � ! , - q I , 01, , " I I i . 0 I i I , �I I - _j �_, _. I I __ ----:I I x L _..­._.­_F:2W__ - - - ­ I . FLORIDA BUILDING CODE (high VolocIty Murricart Z< ­.-,-------7-,, GAGE GALVANIZED STEEL STORM PANEL .�� w - - - L FE—C —0, -, . - - - � ------- PROTECTION ECTION PRODUCTS, LLC. "N`/� WIT; - Its It ticpgc,A,­ ­ ... . - . . . 1". 20-176 ... , I ...M� m. � - -0tFIVIII._'. .. A Pr 1, 1 77, - - - I : _1AAAR`l I i -I L iLl.-L". -- - i- __J�� � ' — � 1 L- -1._-i ___..1______..__ - - --- ----- . . - -'\ I � L NL-�A"� ra -- $I= 0 (Di - - ' 8 � � A, 'No PANEL '11�,Jl �� "Ut 1 1 1 ­%, L'---- , r. . , f - L - -A-, I i I � 02 I/ . , c) i . I I i I I : I ..- P J_ I , -, I - I. .1 4 � L %) L-f ; ­­1 ­ I � I' .. ( ., �; - �.Ti It � , I � __ , - ,� � � I'l . __ .. - _L - k 7 � " 'I : I ; 1 � : 1 1 1 i � I [ I � I 1 1 i I . �-_,_ _�V L, I'_-L � \, . � SEC SEC ,1111... 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I . -­­ ­ ----.---- MAXIMUM A.S D, D1510-.PRSURE RATING (p.3)NrQR FE5?QN_DJJ!*__MMjM_.ANCH0 SPACING _�REDULE fQiR__RU9LAR_.STORM PANELS ,Z6_WTALLAI&Ra ffjQ_fjQ5jNQ__(;QfiCSETf_& CONCRETE BLOCK STRUCTURES z�n ONLY - ­wltri). W.vALL.tnow AS PER ,dims I i , swm A. s A 6) - MAXIMUR, AKMON's SPACING,1/2" - MAXIMUM A AS 0 1XVICA, FNIII I*( I 'AT- - _ - ­ .. .... -- ct, INA­ii� kLAL.-A ,'-tt�.-,iTT;T.Z-;i""-7-"--;;;ii;;W,;�v-i- " - .___!!I�_.­ 11 __ __ ----,-- __ - � i TO 10 To to ,,, I oo.I" 'CL COKIJM UFFOWC To ONNOREFTE ONKACFE 10 . 00"C"M to -, To -11, C, _.__1 I I- I,�.,�� APINUCABLE 10 sccTon I A AN, co -Irk, %. a T4. MAXIAM PAWL ("I0. %, vw 4 . 1) ' Wi5FI, ft- 400U,N a- 0- 6. , 1, - - ---.-.,-. N/A MIA . IT , /, __ _ - ___� I 6V . _. N/A I S_ I - .__ --�-- - ------- A . ­ --"— ;� MIA - - — " _T so N/A III. N/A — ---- L- � __1_._____­__­_______..__ N/A ! N/A 7 (TINI'l __ 6' %/A ­ , .- I 'A I N/A _7 r ./A __ 1 .— '. . N/A ./A j MIA 6' 1 MIA . 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I, AND 12 FOR AAKlHM FOE * WW­ FOR INSTALLATIONS WC FOOD rAMAK INNLMRA: wook" twoot' SPACPAM AND NPINFLIN EM CNSTAILT ARE NIDICAM ON V46 SCICDV,i FOR to .fS3 !MMN MCKSAIV ON SCAMILE REOLCE AK11OR SPAF-, IV IFULT�nIC SPACING 100MIt 01, SCMEITAL IN MF ,� - , '� f,CIM , _IS oPVUCAFoN ,U ME POsSFOLL, Q(DUCLD SPACING OSIAIN[a JSMIC FACTOR - - � . - - M.- __ -- - - -- � A' - - ____ - .--. ___ ---- F_ � ,/,-. Ile. Ij.•. ,/4-P ,/.,. 1/, . ANCHOR TYPE P.P.Q.004 ,,� 1A,010, of 'AP-SAN, I -�w PVM, SCUD- NOT - ' - - T-t ,, . .! /. �_ . �2 1�1 3 '_ __ . _ RL.-APOT, I� I..) I ,,, l a 3 ,/I ----- - - __ - - - T� " _-,� !!�.-*�W.K"--N1WCl,tL (--� - I #P_ I PP,P,P,,t,,0I)1 I I — — I Acam M wat Nomm T A 0 T 0 4 -_ _. , . - l, , - I. I � I 11 I I r-! � --- 4-.---- - - . ltq_­ .o- 'N -[_!� '. . - ,D�_. I - -1. i 111111� ... "I",.. I ,`,�.,.� .... �!�w .. X '��, , , , . . . . " * Ire FLORIDA 6UItOIMLi (A)VE ("t9h VolocIly HICroleltne ZIFF#) � .* I. 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I ._7, ;/,F,;V " I, � I , ,11111IIIIIIIIIII ll� � ;Zvr. . I , �� I ! X= ! . CAP, 11PLI, IF .,/.-o, I � I I I I �� C%W wo 9 ­Wot I ` 71- 1 I FKR,1_.. I, ot - - I , It ,;tAC,E. LOW D - 3.1 — I _.. - L_L_,7 �_ 4. 4 J_ _L I- I 1, ; - I --I - I - - __� , ,, I ; � F1._________-� - ­ 11 � 1�� 41-- - 1�� , I ;f- I , _j I...j r�� I . I 11 11 at SOHMAl Its MA MILM" � I 11 , 1 , N"AqY I" SCAMINTION I T ION - ".1. I i I 1, ", .P NAS& 1.01- � "". - , ­M 0- JAANEJ U-01 ! /.-,.Ml� i .. - -, - � .", _., SS I�f, W'If ,I . . I /. . - " , t SIT NOT, I ) IN V/ " , , , 11 I 1 I .1 WI 1/4'. . 4� . 41 W/ 1�1'. . . INNI .1 1110, I � 43, 04 MA, � DIVINIT ONUNAW Oft � ."W"U& M CRON, AWPII I I T­ I i I ; - -, I I I I ; � I I - M : � OF 'E' " _: , of -C ; IMIC ft- ! J, MMW . - : - 1. I . 4_�� 7 - I ;,.­.­�., i - ��- - '- 7 I - It = V1, A , [10 IF I I �1. , •I a Is iff 0. EQ I I .2 yr MAL I I i. : -_ : , : . , I , I - � - .� - _j I I TO 4610�C. - - . , " � � . 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"/DATE: ATE �I'�' ��, - 11 L f E `r 0 INc �t, .eao >, ' _-,IIr17f. ,s'•• onto" , �, I Mn flisnole row' [ram-coMPAi19 aIMMI:: h S.�TiIT 'A4 i i(,I� r.. s.e N.. w m Lw�rllFw m,.m.I. "KNI O.H41I-T>. AX R>.1MM-mI 20-1711 4FHl �,v T aRMAo w ""411 ,' M, rPV1' i. _ , I. �,­..-Daa7,e I . - is -, 1 _Nrr w _ AN. rup1,, I"; 1... n, y., Fr .- . _.- ..._ IPw 4 O1 WI 3 /24 6 (ME MOTE 2 at.(.. 1'/24 1' a R/ •• Fro ` f,- ISE MwC 7 IEiDw I I..1' S r> /24 FOP OwKALTI .AI:H,,r. N r / ) • Loc. ff _ r - F . K 3 S13aDUAt 6r SM(t1 h w •oo(A X 3 I4 e ✓" tlE[ E[CIDNS OR Mar r w A 1 1' MN �.:_._ _ ) --- yr T, �. s 1'_N Y' 1 "f ,y tl I {rt p . I 1 I , Y,', , I... , , 2-•IA— A•„I�_ , '�, ..-. , I .I f..I I. t , •0 A. 'L' iT-. PMKY) I (.+TIP.. IWat) r.A nAHK.1 tW PNILU ,A(�[y�{i� I•�xr Nam 7 3.. TDDOR� sFIT NOR 2. 3.. Raor I oa.,Et.." 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INTO TMAIED BOTTOM TRACk =10M OF FASTENERS MAY Of At KLI,,F. Ot My Y .KIN 1' T F l 1 U IMAGES OF ENO PANEL (A, - IHAI, ENO PANELS ARE MOT CONNECTED TO BOTIOV IR/A.A I A Sf(N• BAIL ,L u T USED AT TOP) AT LEAST TWO PANELS SMALL BE CONNLCI.D IO 30TIOU TRAICI, )APX 'C'PQ..S NC11i AIFO NOTE' .31 N St N CMS{' ( I.T. TIT nANFIt 1 TOM O ARDNE TI YNNL[ T T71 C1 MA O' AT P TO EDTTDM A r .cLM ANY ANTI LOCATION (S) SEE SECTION I', ,I .A 4' LN SHLET 24 SFE ANCHOR SCHEDLLE OW SHEET 25 .1... - ► <{ I► 4 9 IOW) ,($i(In MDTI A OWL— Cq.DK1E -,P.M Ti;!r 3' MN.. . - _ - (- ,-At SOED,AE ON 'SHEET 7R) _ 'i I' Mn. _-1-1...- //A4r,• SM.S. A _ F.Vr+ DO 0r I} -Krr • A r , ,h f �_ , � i1 I I 71- � I ! -1- . I II I . 1 • `(wn.I.oi AITi t__v w,vR S.M.Iw ,Alee) Ft.t• ,�, S '•Tt HNm . i, Ill ! 4 SEE WIT 2. 3. 16E10. . II' � I"' 1 i i i (j1 I II,' 1 I `EEA.:FD PAw" W/ ' EA ORRVP I i I i I .6 X •I- L1.1_ __L_,_ 1,_ _, j L_ I + 4 MI of W 1 11r I I/2' Min" PANELS __ _ I'. -' �L ELEVATION FO ); �Q�Q F TYPICAL MANG STORM PANEL 1 TSTEIA °� a atR,c".R I bent 3/n• . I• ..-'.-- _,_._. - SECTION B_B 6' AT u'O°a rrtw 44AVC. Aw. I, SCALE 3/32• - 1' (1) NCIU,. T-ALL_ :,Yb ' - E .K , ]IEMM FUEL STOIEM tT1NS Raft: Of PANEL A TRACES AT TOP A PAELMAIE PELTS OR ,5' LONG Ai BOTTOM W/ PANLSMARS (2) END (A• S ",W .PAT\ of COFRNCC2E0 TO k)ISIING ST.L IYNL to MUMS OF PA"LLMATLS IRA. II USL73 TINY w/ )S' LONG (V TRIM T WT!0M, ENO PANELS SMALL W CDNFECf[D TO /QA•J' M/ 1J4'A-20.3 1 4 ; w/ '11} 3/1]` ��,, NUI OR 1/II-gR0.3 M:n HAIMPST,RER INTO ,APP( )wIirIP: AS OESCMP6E0 ON NOTE (J1 OG OW) PA 3 301 CASES WNCN '1t 'R ANI EC"I A I>' () L> t15C E W/ LMl M j AT , 11 Mt T ••.A/Ll:' RATE NOT CDNNEUAW S. BOTTOM TRACK . STOP BAR (XJ `I,(N. R1 /P'.NL .G At LOP 01 S11C1( PANELS. (1), •UN "SIAIA! JNS WHEN [NO PANELS AND %ME NTEA*R PANEL•. APE. DIRECTLY MOUNTED 10 IXIVINI, SL) WA.L NUNS OF VAf,itwlEs 1N( "'I" A`CM PANEL MAT at 031:0 40.ALY w TqK;. Ai aGITIIM A1=1N, ',"I IRA I'm 'ti ,YArtl w P r // n TWO AMLNATES 011.O4RR7G . RC 5 OWN (YN I VAIXIT I wA min. EDGE 015TANCE. FOR TMKS CA:Sf- INTERIOR PIMIC1 i1q, .m3 ter w/ (?]�.' t"I(Jr)• NOT NEED TO Ot'eENNECTFD To 7 AN ANY MEANS I1,M:K (r SI,Att M L„`,'f ANTE -Iq, SUCH TENT AEMWEM PANELS E LEFT O TPUIf9 SIDE Or' fN"TER* PLED •NAVE �, 4v.�>{�, )L 77�(//, ,p1� MEA OVERLAPS RETAINED BY . P 3�,' �,\CENS' _ _ FLDRIDA AUILDINC CODE h V.D-If NM Wun. ZMne �_. _ .. : No, 4 167_, I 20 GAGE GAL.VAw1(U S"E( NORM PANEL FA *Y GAMI R ;FAT of--y ��: 'O".•`,4TP'/ �.vA TIL E� C O IN nit,lr tvoPrtfA GLOBAL PROTECTION PRODUCTS, LLC.` °T '/,'0f0 II DEAL *n Sni1 =fi / li,L srE'�. U1B . NI: .„ rv..lan .M'0'e `r1.1Y•rMR '. aI�"" ""w IuNMER-7s.s. r+A tel•)w-ervr 20-176 AM . ;sLoN,rWW -_ nn,. 1 /DATE to - GI 1-111m A TRIO a-. ►t DAPPING w _ _ . _ . _-_ Mr ] YPFT U W N INSTALLATION DETAILS FOR QPTION . M 2 FOR LIFE SAFETY STORM PANEL SYSTEM INTQ EXI5TT�ICj_- P_QUR1LQ__CO-NCRETE_QR C9I C,QEM.B_L0 CK STRUCTURES I '.• I. -CID. AHC+AMR 11, TN - m 111 • R' Or •rOc. POURED CONCRITT POURED CONE RI';"IE. .)A CONCRETE "Ir„w CON"4N. AL HI':✓"v REYYARL•D (.. _ R(G, III E 3 I--- I ,/I I n.• I, c I - I w2, , I . ! 1 cIA.1 -r . I W - = c 1 � IRA) 1 I-- µ GyiI I 1 �v 1A if- I: III EXIS--i I Lj, CXISiMET4J OwSs i I Y = 6 1 7 r ` 1 I"f > �'-.,',* 4 ' ;/n Y. i I �4.7 IATMIN I I ' I i I I -=-..-. 'A. I i 6' ED• ,0. I I (II-10'. PANE'..MA1E ILLS W/ /Ta-IG'. PMELM0,TE PE us w/ 7/0'.. 3/32' WAG RJT Ialks"C1 /11'.. 3/32' RING ALIT WASP" w e I/•' D.c fec DHO) -POUND CONCRETE ON CONCRETE OLD= OR C/G�TT BICCA RE4L%M .10,Arn ,. MOUNTING INSTAL 11TION W.A,LL_M!WATINC INcTA.Ew i ATTON SECTION SA =110 SB 1,._REGULAR PANEL 9 LILT. ASALER._PANEL SCALr S,W-1- .I IHNHN, [IF MAC[l 1.. •A• - AMIDHORR - A IPAC'dMN FOR NSTALI I)m NI11 WOOD A � TRH$ -„-.,,,-,,,,_ �„/4' 1rMOH - Aft Now 9WWI W 3 T TRA1a NAUXIG. MN[IW ANCHOR 9P.C'YMGS •rO MwR- a" DISTAMU ARE ROCA7m ON M• •IAM•q.IAAI c rw 0.) M . -... ! •se"Eat" FOR ED LESS "AIL rdo""m ON MIAIIDIY[ R[TACI AICHm4 YKPG 6Y MAD S.KNO EMO.M-SISIDWAf _ P oPMr. •... PA) _- 3 _- � I /s AGRRL u +E1. 1.wICD FR1010R 1H4 uA•�.,.Mc-E.lola Troy ;1IMI oN ro 01SI .OESG' tq• ME I, skD SP.AM e•+A.aA •CREX s,rM MUI 10"c" E A[$STrNN 4 WM 0-ACW , l"TILto , ,n•6F L EACH MOON tWR ON I- xIITW11 Ii A.�al -J "",ow, .-!!�lil'�,, e,: • ,-•3Gr,4- •;n NoI44167 L•, c WE ELT s P l� 4 r $y (", , . F l I/ ORAL �• ; ,,- 'I/N,N IIN1,1N11I1 'T' Ph 2LNj1RAMR,RE/DArt -- FLORIDA BUILDING CODE NI h Volocitr NurrIcana Zan I'm WEED. Mc N 20 GAGE GALVANIZED STEEL STORMPANEL A EL TA DMA.. R GLOBAL PROTECTION PRODUCTS. LLC, "'"It. IL� ErC p F[E� DM[ MDe AP. a. fia1T1 rU1w6 • TiuwE[anI A I" AHr OIRIE, n 1.sill,t r .r.. ANI .I A N,M .,IDLE. (WM•R 731E rAr fw.)rw-4n7 20 FRaNN: N 1AMI o•.,w W nt_wr _ �L" ,-Ill, 714 _ _ ___ ORL r4 M I ..._.-,...., ..- __ ..._..._...,.._.._.._. -----_..�--___.. is N RAI NOT -S'PAHFI __1 HANG TURN 'AM, SW-1*N 04 INS PNOOUCI IVNUATIph (IMUMEW (PI 0.) HAS "FEN VERAIED TOR COMPLIANCE IN B I) MR -MUM LMB[UYLM OF TATCON ANCHORS AMID PANCLMAIE rCMAE 10 ATPANELMATE PLUS INTO (-ONCRCTE 41 frMtMNCr AIR., IMF 102n (7.Hn"")N) rN ,Mi FtnRIWLMAINC. •TnAt RISHNL Ar t 1/4- O N CSIG YAND LOADS ! 0 ' RMINC R .'i 1 A T S.+AL BE E E :} AS P[ SFC ION 620 CK / VfN HC BD1T ,OAT) COOL fD I •- B.2 lN0 M[M OF 4 X 7 6' K-M A -NC IS ) O' -1 � ) / GL ANCHI S'WL RL p 0 CDNCR / t C MNO ' I'pN A W"IO SPEED A5 Rt OUNFU 8•' r11E N(TR:,OICTH0A1 1Y.1ERE MCS[ kw7T1ERS TIRE BL INSTM,•.EU AND EMBEDMENT NO EI/BEOMCRT •/f0 An 11MSH WT[RLK SHMI BE PtORtTED FOR A DIRECTC AIFI FAL IOR KO+O 85 USING ASCE 7-16 AND SHALL NOT CXCEEO THE 1AXWI- (A3D1 1/4' 4-20 SS SIDEWALK BOLTS USED SKAL.L Of LONG FMOUGM(%001.tD Ahv MAI WATENAL CXIST) It DESIGN PRESSURE RATING', NOAUATEO ON IMRC7S 25 • 2a. ENGAGE 3/4' WO ANCHORS IN GUIDER TO VI THE ABOVE CONDITION, VLTI'AAR DESIGN MONO LOADS DETERMINED PER ASCE 7.16 SMALL K FIRST REDUCE'0 10 ASSIO .O DLN ONO '.DADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO 5.3) N CASE MAT PRECAST STOAAC. OR PRECAST CC•OC-WE PAWLS BE FOUND:ON THE CXISTINC WAL, TO COMPARE THESE W/ MAX. (AS.D) DESIGN PRESSURE RATINGS NDICATED ON SLLCETS 25 • 26 ANCHORS SHALL SE LONG ENOUGH 10 REACTHE MAN S'R'JCT W OCINND SUCH 'AWLS. AM4CH.ORAGF eE AS MENTIONED In B.1) Alp N 8.2) IN ORDER 10 VCR1fY TINT COAIPgEM$ AND ANCHORS ON THIS•E.D. AS TESTED WERE NOT OOAK$7RCSS(IJ. • �1S PIt uM ASE I IN ALLOWABLE STRESS FOR WIND LOADS WAS hM VIN THEIR ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN VI DETERMINED N ACCORDANCE WIN R.O.S. 2015. (C) ANCHORS SMALL VE PSrALLEO FOLLOWING ALL OF THE RECOMMENDATIONS ANTI: SPECAFIGAWNS OF TINE. ANCHOR'S SMRM PAN. � i11v Hi)N ,MI-ACI ANC EAT" RESISTANCE HAS BEEN RIFLED 14 ACCO RDANCE OROANCC WITH SECTION 1626 OF wNUFACTUWCR. T V I N -N r" T 1'ST THE MEN LO WtK AS P, LNCS RATAON k r'NG LABORATORY, INCHNC NEPON / 2032. AS PROTOCOLS TAS-20,, 1; H II AC THE RESfONSlILfTY Or TNC CONTRACTOR TO VERITY SOUNONES$ Or THE BTAT/L"1:0M WERE SHUTTER I- TA6-20I ANE1 Tl....U) 207E TO OF S4 IS TO OF A1TM;HfO +0 115LME FW,7PfA .VCHtORAO[ THIS $HUTiEA SI(ML ONLY OE ATTACNfD TO C47NCRf'TE. ie OCN 7 THIS SYSTEM NOS I EEN DESIGNED TO ME NST4LCG ON 1. E OUTSIDE OF THE. OPLOANG ACCESSING 'AE OPENING fRQM TNT: OR ROM HUNK BUILDINGS 'NSIDE W/O IRE USE CIF A LADDER DR Ott I,AS N11+,,:A'K1N IS VALID WHEN INSTALUTrON 15 INTENCETD T': AF P:Rf UAIMt EI 12. THE INSTM.LAINDU CON RALttM IS TO RIAL CAULV Mi. SANT'EN ('OMPCWNT EECP, WHICH RIMAN 'M COtirM', v;I!: 'ROM THE INSIDE Of STRUCTURE CONTACT WITH THE BUKOWIG 10 FREY€M WOW/RANT NIMLISKIN (JAUEK ASO SLR. "D Ln7E;N TINALA% AI, UIUINI1 r'.4'. 3, ,SERIES 1000 INSTALLATION 5 APPtICAEAE Tp SINGLEAND DOUBLE HUNG SETTLE WINDOWS WHEN IN 6 12101AREp 10 BE LENGTH. PERFORMED FROM THE NSXE Of STRUCTURE. 13 STORM PA/IEt. NSMAIIATLON iMt MIMP1Y MTN SPECS WKVCATCO N tw.s OPAWP.;L. nILIIL W, WNDNC AMD IAI„NG a StR15 7DDO INiTAL UTgN 1 A'PLr TO SINGLE MID D t B• r , Rr, AM) H101tJ1oNTN SL OERS STYLE wNDO'w5 RYH(fT/ REGULAMNS PROyE0f6 BY rME AKI¢,AICTIDN WHEN PERMIT IS APPLIED TO. roa 1 HSiA ,A'XIII C REO,JRF4 T R: >'Pf CRMED FROM THE N' "'; III STIR.,.^lUq€. S 14 A7RIN WIN)OW$ AND DOORS, VC, E - Z HANG S70RM PANEL SYSTEM" IS MOBILE PSG Y. ALL ALUMINUM I. X,•LSJN O t;0 '.. •._I.•+ N,r It SFLEA (UNLISH ;IHt VWu; 4JT.'::) 15 (0) THIS PRODUCT EVALUATION DOCVWMT (PC D.j PREPARED Et THIS EWANI IS GENERIC AND DOES NOT PROM NfORw7IDN TOR A SITESPECIFIC PRDR.CT. �.. WIRE THE SITE CONDITIONS DEVIATE FROM TIME PR_ D. f. ALA KWhVM SHEET META,. vEfO Al CUG URtS 9K: FLUE St0.5 MI. ALLAY. (b) CONTRACTOR TO BE RESIVW.4tt TOR THE SILLOIDF1. "C•V5t AND INSrMAAT10N NCLUOINC ,WE S.*` •/ OF 7. ALL STEEL SHEET M%AL PANELS SMA! I KAYE STRUCTURAL DUALITY STEEL. ASTV A -653 CRAM So MM , GN VAN,?ED 411 r1 r"K PRODWT RAII ON TINS PLO PROVpEO tE/SIM. DOES NOT DEVIATE FROM THE CONMKNS DETAILED ON OFSIGW*N w/F,. 58.5 ". (AFTER ROtEEO) 1HP, Lvlryxm MI . CONSTRUCTIOh, SALT. At SITE 1$ THE CWTIACTOR'S RESPON$IBUTY. 8 ALL SCREWS TO BL STAINLESS STEEL 304 OR 316 AM SERIES OR CORROSION RESISTANT COATED C,ARBDII STEEL AS PER DIN W THII PP3M,^I EVALUATIN 30CWENT MIX_ BE CONSIDERED WVAUD IF MODELED. . 5OCt6 W/ AO Ir, YIELD STRENGTH AND 90 kR TERI STRING M • SHALL CATMPLY I,/ FLORIDA BUtDNIG CODE SECTION 241113.4. (N) SITE SPECIM PAGIEC,TS WALL BL PR[PAR£0 VT A I 0"'IA HII,VINI,: 14r.-W fil ')..W, lf..I x11,1,• .., ((1jLl; Ir AE A51M A-30T FAIVAMMED STEEL. OR AIGI 304 ARIL', S'AtN'ES`. STCEI R"-' 16 k. MNISI YIELD STRENGTH. BECOME THE ENGINEER OF RECORD OR.) FOP THC PROJECT AMID MHO WILL Lit RESPONSIBLE 'OR THE PROPER USE Or THE P.E.D. EK4WA R OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE P.E..D. ENOIREER, SHALL 0 A/ICI+ORS Tp WALL SHAH BF AS Tr11,DP5 ti, 'O THIS LATTER ME SITE SPEl1rfC DRMMNGS FOR RENEW (N 1B._ECGffit.._PQURL_.:,,la';W1: 1 P_0 S,N .t ACM MC DATE AND T•J ORIG1MAt SEAL AND SApATUAf THE E PROFESSIONAL f ENGINEER O _ I/.". F1PcaH ANGFOA9 A7 M+NUFAI: TURCD Wr ,Tw. RfVAG2A, Nc. (Mw, rc-31E2 Pw.1.) Ln I -+ , .1 eNel n•IRrn rt ' - . X "Ill' CAL11-- ANCII1E1, AS MANVrACTUREID BY DI KM,l INC (MN. Ce.3000 P.R.I.) 4/4' - I I. 10 ANYLMATE 'I-, IO A PAAMELWE PUTS ANC,, RS. AS MANUFACTURED BY ELCO COMORL)CTION i`ROIDI,)CTS. 16 SIORM PANEL MANUFAC'TLAER'S LABEL $HMI. NI OI;A.TEL 'N A R AUIIx A'I'SI()LI OCATION AT STORM PAh ILL I ACCORDANCE WITH SECTION 1709.9-3 Of FLORIDA BIALDPD CODE OHM' LABEL, S"AALL. BE�',A PLACED FOR EVERY rill I,. 4'l +. - t a : a S IASWNG TO CCIMP'L: MTN SECTION 17p09.2 OF THE FLORIDA BUILDUP; 'CODE. 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I , GLOBAL PROTECTION PRODUCTS. LLC. 11LIEC 0 INC " """Ild' , I%. 1_11�zl I, -� . , ,,, ITOP��_ i� , , N­ ... 61 � Ilictif F&PQ a t-O.K� PolEMPAPAN, I 11 1.111. I ,::". ., u, ,rt___ft..� _. _, - - 'I'll I- ")m-.In 1. 43014 FIN-111. ,:l.1L! __ 20-175 "111 - I - z� In A, _= - __T_,_­I__ - 7:E�_ �,_�__E � PN"" - l`41'".."Idolill'Y'AwIMAWWAIPATT ­ I, ll� 1� , - -,: 4 I I . . - _1=12­z� . t - . - I IN-�.1).'3--.�A.'11.).b.--D.L-i.Al.-F-Qf�- 5ERIES 2000 & 1000)_ L -:L hAh& -STORM PANEL j J- !N,j-Q- -XISTING WOOD Sj_V.CT_Vff_S ­.. _....7 I -.I.. _�­ 11 � "'i, LIP Pit,Pm, a v 0C .1 -1 ­1_+_-___ 1. .- -�- i O.- 11l.fAICL___ ___,1J_ ", r, . . ..,-I. �/4,0 .Ac, xw*5 a 4, cc W/ 4 ! , , I � *p tI1571.4 W" ,,LAtI �'IAN- `Pt� IkL' - I I I., � Ir `11:�PH & I - I !I 11, . 114* W, THKAEM PEW"Ar'ON ­,­ 1 . r�l �, C.I. ro�; 10 F.IPITANSP WOOD WADE- I '1�1 I— ',I,-' I— t - - ro ­ Y __ I 1 - . r, '. o" I I ­04 o.". #­.* S.5,,l i , i. 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IS&— DO, X�Izo�,�, 11. - , * � * i DOWN - - " rT,q) I, w well `P"11 I "' 1_�__,_P` GLOBAL I'LA, IPIF Ek, A"oh � " ­ ` i,,GLOBAL PROTECTION PRODUCTS, _ ,A, i� �n% ��p , ­:;� , I I III! "I" , IlP,I.L1.fI ,�11".,PNU �,, Ul;�� "I IT P nL, I. ,,,, _ . - I � I 0"Erc� 0 I To �, 11 - i- .. __ --- - . , of , i1e. :,;�� 'I".;it . "I I .I . " . STATI _11,A­­ , na"TIME TUE HLWLB AWLXMW�m L � , 111. , , i ,,,­­e,U,­;L.p I'Z,-, Iiiii- . ­Q­5 ro..Z., ,,, . I " ,�, -�- I. - ,��lop` I I � � I ,, AAA ., I L, I, - '� l,H rl, 1, ­ ­*._A�� "'I""", 'ON � I. 'i P. OrI / ,,, .-.=- .. - - - - 11-P, ,.- 11"ll-I-1.1 - 11,1­ll I �c I ll� 11 W-ff /,- .l I' -1 I . . . . . . . . . . . . . . I., Pill' ___ - ow .1�1_ 1. 1-1 -Ill - _ -ai�-7­--T - -­­­ Al. I I, Pill I � -, 1�"­, � Al , 1,,AL I, I .1l'AACHA111.1"'PIT "Pa, -IM10111, . ��.q ��; I � P_. r at.'.r ­_ __"�_ ��� �"'-,-,�-�, A "LL' - "' r ..... ­___ __ . DORI-, . 9 ...., - - _+m�_Jw �_, '� M&Jo.%s,PM PO,'5. r,1,,P, RF.550ii_f3k_jmo. JF?.i.-lu];Rb-..'C"."Qfi"eF'.3,-P,-,Q-A--=-- , , ­­­ 1/4. 3/4, 4/�,, Lj'�, a 0/�, I MAXIMUM SINGLE F'6N.�_L.I_LIJSJ ' ' IF UONLY FOR Rr"11 -0 'STORY* 2/4 IW/6. 2W/6, 3W/7 & 4W/7 P`AKL1_IH.'9ASWA1LQK_R0Q �'0_VRLP__CQNPC80.C, ,CQN�CRETE,DLO.s;x.-.o..),�'.QQ2 W -1. MA,Pt APICHGOS. (SEE: 5CHOULE Lt. -, . SHLETS 41 10 A I I) -j" ".- 5 � 1, ON , �17 ___ � ­ - ­ . 11 I---- - ­_ ­ ­­­ " MIN SA&1_FANELSULA&=MA&ff& S!N4L1 PANI L:I _ fLUERAW AT L, 1 H ,,0 0 6 - --- 1111 _ 611roP OR BEIT104 END FII TRAM- A, .. 1; & 1-', DR D.m . (�,� , ,,�). (�). 1 �7- � I r -- 1-7-1--1 -7 - - - I I . I C , WIN RAPIC10, , 2. OR11 * L9L_LrQ" '21 � I � ­ - ____­ , � MAXIV?m LLNGIH ,PANEL kvxo^jm Als,o COPWRIM a WOW PC om" RESISVICIFF Will WITIALLATIONS t ;,-,I P) -- " L­ xj "I'll W-0, ... 210 -,- ,;, -0- ­_ - of --,r " PI I I ". L" " V. ­1 . .150 ,lo ," I ,. 4zP_0 r 1. 11 I- .-- � 450 t I t" A ,I, Soo 9 '. a ., 054 0 . 0, ,., A . 700 ,--a- I.-O. IS 0 7 ..S . --,---- 6 _P0 . L $0.0 _ __7•__O_ 11-2. I C,--r - - . Wo r-3: 6 _7' L - wt, .--- FF . -9* -- I ._9 . a ­o* ... � .9510___.__ IGO 0 , d' _3� - ., - W , Tav, I 6-- J_ - 5--9' IWO - - � - 5, )H - - *, El J---� I � , - __ - MAXIMUM PANEL LENGTH - 0 J ,,L3; , I ') "' I I I I : . I I I I . I � "L+" OR "L-' (ft.) 0 CHAT" AL CfA AfTE A WQQPP IELL; 5 " . . � "ifill,t,01. RALPAS ­­ I'll- I I I I,., I ! - I � __�_�., '� �� � � ­ -.1pi"..;;� ­ ­. V A - �A - -I" ,.,�, -To, I , , I � - -N -- -,:j7" "TO _�?� ­ , , ­­­.- I j VWIL TED PANELS . r bOL - , N/ (I, I l,t S P, 1: ilod I FF/ " 4 CA (M-0h *P �, - MI, - _ � T:__,"�_ F`07 , (!yrc srerla-, , ; I M"�' -H, ", , AD It 9"-6* 9I-4, APFLCCABEf ; (KE SECTIONS AS APPLICABLE , I 11 el P, P, , - �, I I � . � . . I I I I ! I I I � i "'..- 14PlAAATKN Ill QAS$ UkErtkc - ----- - MAX*" PANEL LENGTH WOO E;P[CL I , " , " A ` "I"; , 1C. ­ , n (1r) - . i _ __ �W�_T'R'LSTRAIKO UNRIE50CRIVITtO ,, FSTRANUI I. - ­1 I a' I 0 1/, � I IC, I" ---.--I- I---- P,-­­--:t P. -- 1 I/2' .90 I,o ­.L . 1 ,/2:--. 77_..._.­;= " ye I - . i I• ' --,--- _,P�p , � :STUD_A1 - ..> 11 - •I """' " ' '�� , � I "'�N I )5* '��' 1,� ,r T I I � HNA- � AP'Ll �� Z' "Ir ."= BOTTOM 7-1�.l In, 11-016,Att r . , . DIRECI MOLArl � I 1, W t .35 "C', 50' - � ._1STUD1": .._ � r-�­ S; 7-- , -�15 -.4C -. KW _ L" IFoCOSURn -.1 -.-­ - Ill ,DE CLOSAM "I _'L_� jl "ID ­­ L' - I . p S I I i : - : i I I I i 12r � . I ! �_ � - ogd...,�Lj I " 3` - M i 2/4 114. 3/4, 4/5, 5/5 & 6/5 1' �`"" III. �*I`N/6, 2W/6. 3W/7 At 4VV/7 - I MC.ORS IS([ SCEPECAAS ON SNEPS 9. $0 A, I ' I I REGULA -.5MRIA-PANIEL .I- .F.IHIEVATION . ". 2687 N I I IlLH GAT' . - I l.N OK" .1 WAIL w"rl) , ,r-. 1 11Zq_._' 1-11 - `%r. '1AOlAP_r , 1_Vr��_"MNP`­ - " �/�' , MAX - J1 5_1Q1LQN. _A -_A . I ----- N T S "-_­-�­ 11:111 11?,11,1 I .. I-c'. SIl of, , , ,", , . , ­ ,I I'— �L " . ­C� �,,I_n - I �­ I. �P-�_'if _� ,: I , , ", , ­.­­E -PrI" " ,P`.XLflil.ft-Fl, ,,IP "T"t" I - � Mk` -I - _ I� %Fk ";HFIN-1.1 fiaoldI ot. P40. _(L "..'-, 011�,,. 1• lct­ocfl�.�I LL l. 11, - - --I I t amlk,�,,TK)Ns 0;70 _*;;Do­A_s� ­L7WTE_0­tO, -25 a . f IdAlk ASO. DE." PRESWRE WAIW � * - HOT !� 10N10 I *, 4 & I I FOR � A_S.D VFSK� LCADS FT MAIL PANEL IF HIS P` " �If_. �, i/I - (/Z1q_N . 1 . , 1.r7,,,,.-.-j,�,FLORIDA SILPIONG "001, (N­ 64,91 V.1-1f, W,l-,I,,,. Z, It V.. NC 1) 44167 . 24 AGE GALVANIZED Sl`(� 5100PO PAN`E1 z * - � _1 "� nI . ­ .,, - - - .. . * :* E - "" GI OBAI PROTECTION PRODUCTS, LLC. I " - "' I """, V*, . �WE Cr ,- ­:4 I: ' � "" 11LIECO - I ;L , -,�,l. it -- lf� V.-H, ,,-I.. . A`KPA` S. 11 POW" . - � , � _/`1_;�.`l"__'_L. .-..-., Paz,_­=­­,V�41 IF ,- . '%�.�!�.?.�...� ,=-I., - I -wiNEL'. ".x".4- 1 . " - WzIt. -P (WHO" 0,,;,fJV I CHI -..f __ - ,7"., ,4- - I- _ - _l, "I, ... 0,11ol PiPlAnditAwt -Ify. IL�PIP­ 1, � I - _ 1 1• � I , ww 1 .1,4 j - . -1. ­ .. ,.-.------. - � JN,5T,ALLATION DETAILS FOR REGQL,A.R.- PANEL, 1 � INTO WOOD -_ I ____5TUI0_U.RE5L L U. I I ; ARAT" I SEP I I ­­­ -1 1 � JEC GLASS. i ; � � . :� SCNEDVLE 1 1 1 (SEE I � i ill ! It I I � I i 3 , '_,,111� W11 0. SHEET 3) I I 1 .,..- I A I I . I, ,�tPorm"M , I I I i 1 I , : I , 11, ! � I I %- Iwo.. . PANEL LENGTH � �r�!� Nf,", � 1, 'l 2 A'l ': Il " L " iIAP, I � �� �S � . L P,rf, I L . I � I I I I IF ScIffoulf , I 6 I P­P� � ... - - , 1��I'1_11��Ii' , �11 U�� = �Q 1 . � : I 1'.,� �.111 , l. I I <*=W&4Af', , - IRAs. � t.4 . 4 ITO i ... � I ! z4i;_�_, I � I I � ( � �� . -_ __1 I . . I � , , P I., t W I - l' I . 2 � _� -, � : I i It '_ � M� I I Mir, 0 . 1. � I - I I � " 'r C, ) , �. � _111'.11 � , I 11 I � _­1 01' Milill i1`01C. ­HN­ SPACTW, 0 12 I : I t 0 C� (IMET IAaU: 0 1 ON 11"Irl I I � L � �, I -.r7 -,-----J I 1 , ..L­�lLLILI, .,-J I __j I . � I. �� -1 " I i It SEE NOTE *- RELCM I Or �Mrrl`PIONI PCNPI : uCTMATFEFN I I I L' : I 1 1/2- LOW, SLEEVE' I. III 5LLASE if - . . I 4 � I IAAELCPIINLI� I tLs V�'Itiv i I I a I (Pill, S ,lI01,[ I 01, P,04H3 3) 1 ON $HE(' �� PA.P.O. MAPI , , F-WE To OR "", 4"' � a i I ­ :­ . I -_ � 6 � I r4v "Pit "rikaur ampsftrr � I i i, III, .11 1% �0 ; I � � � � � I I � ,." PASAL, ", "',", I . � I l I 1,11 II. 1­ I S ;,P, : � 2.1, *= � I I INI. INCI ­4P) "SnINS� I ; � Ill" I EXISTING I -1 ISE, P,C��,,l' t . PLATE RE'IKJQEG GVCSS -4 * GLASS , I I i I � I- , � I (A' ,,,L 10 DIRECT MQQNT _W,'_V_KM 1� I I I ALTERMUY"Y.Y.' I � : I * � I I I I I I I ­ 17, i r 11 -154 ",TALE 3/a.,' : � L� , 1, I - I I - - SFF. TABLE $1 ON SHE" 5- FOR LIV PANEL JNCSHN & I I I I � I 0 $2 ,12* PDX c .F_1� I I I I MAX ASO 3CSIGN DADS FOR THIS INSTALLATION. Ili I .- I -_ I I I 1-�, - . I I P � I Lj.f:' - 1 I , _-,___ � , 2 I i�,,�,,, ; AIPA'D ANCHOR$ * * WIL I I ; I � I �- ,!::�_ I 5F0cC,FRFO W/ SLID : P` r A. � __ . ,,-A (SEE SCIUMAE ON SPACER . OPI K I In, LEND Ir - - t I ---- I— � I , -1 ..C4) � ! ­Lq , ,I) (l) PrItikIciliff 4 WF= M A OW From W"PK,L WIN IT-0* : 1 21.4* wow I , 1 * am, ! I FAII MLIN folgir NEW (Tift 4 A ME 1-10K. NAW - I PLATE REOEMRk I ' MJ4:111 AWHORS fialilm HIMPHIC ,%RKWLI MKOPMELF, 1. W., I I I � I- MIN IMPOW10. 10 0"M "c""'M - *txKl Cz� �HL ii4ifiII TlAA, SaAEAdC.A? ft DNMML MACCE 11MACE W 011 � �1­' LA�L�PFI,t Stub .111 A MAY ME ffixticat TOP ,/.* a PLA,F ,,rautpft; : l 1 "IN'l )?t I" a Ndt FOLLOFFI GONCIFFICIEFFICt Aid I � I :, .IK ` ft") 5HAU OR SPAR "Ciftild AT 4 $/A- D.C. IIIIP It) r4doPITED ,KFN fTAPS AlIA WATIMPON MIEN 12 11r 0 C IWWNO ALAAM ON I .1, .) I III WAWM AW n - _CP5�­ MIND A, 011, .6l � " i10 .. J. CMW `N.a I&O."i M .-a 10 "' .1 AN, W-1 I � .� PTPK� IS Ek� FCCTTW PUPIM LWIGER PAWL LEN7OPIR ALLONED Dh III) �mdfdljw STOAF, ­ , I, I, � WALL MQVN1.IH9_/_MRE91_MUftJ "`P"r'A, f"ar I. I 71., ALTERNAME-2W III W" IL� iiAALCSC LVAMPAINTIFIC hPA ~ W AS "DOCA10 OM xA"__MQVATI.09 (3) PDRW P09L PPPPAALLANOFC� 0 01- , I k t ,1.18. I' j'1,I',`,,,.ivStP,,LArPD% ,Ar ; ,/,'�L,!t VIAGE, p ril, my I ." . COSINE, WOOD, PFAMF - .. CP - _ AHH­ - . I AUMAILU., LW I-11.4 57.040,11 ARE, IPW N_ ". n­-1 I, Na FICIPAID, SCALE 3/8- I' I., .STALI.AFFOR -A DWI, MR am P"C", 0Gx IPONE" 1. 1, 4, 3 " Al"I'M E A. ,4 . ...... MIN, � 0 A.. 1-!zZ,l -----. ./ - - ", - .,,�p . ; - �. or NOTESi . ,�fv 11 - - , _� LI �, -.1, , , �, I:, IF- 1. INSTAILLATIUN ARE CNL� "'; ' I 'L '"� � "; D I : 1110� 44 .' . : it - bQTL_r" LQEI0INAf!QN �741:11111115 "',.", � ! or .. 167 - s 24 CAGE GALVANIZED STEiEL SIORIM PANEL I " MNA PRESSaRE RAPNi, kp I P� ,­� l­.� r . � 2 DIMM", W DE � , * , . - 1. _ ' . : 19 ­ - I I - - - ____ - - - - -I-,-,,-- __ I— _-1-1-1 I __ - z __T_ LLC. t /7m "V _ _f; � ', IP­� IIII-Il A-, TOP & BOTTOIL. IPQIIIJ� � , A$ PER SCHEDULES ON SHEET 3 (F.X'F,� I I I - PC 10000�F , `711i. EC 0 spirc I , , ACLIERNATE. 2W) � t -�!: , ., . STATE OF,�­' " :��!7-?, 1 GLOBAL PROTECTION PRODUCTS, COMP$1NEO IN ANY INA, ; - I 1, .1 - -, '_ 7�_� 'I"AIJAIPON, . I , 11 "k � .All� - ll, .N.", .-j I I � I NI-kli WOOD rRAME CONSTRUCrIOT4 wcii�:i�,� "I". I ', �. It , PPIPP,!!:� �� � , P� I- - "..l, - A CA- __ IIA. Cl`AF nI, 113" 20-175 4,,j0I,f ", - BE Sr)ll�JHERN PNE Na 2, W/ SPECIf -0, ,',,6',��, Ill, �, _HI_1!!" ��,�� ­,", ­ I.E. 1. 11APIP"I. TIPP I I C , �CIILA - ... jj_ - I 0,[I,0.1�1 1�1 I) S5 OR C.011AI .1R­,.1._'0If,I.. ­"­ "­1 --;T a--�-.- - I -6ki-II.. , NCH I'. I _ -1 I - A , ,%Q-A �-` ,,, � -�i ­ - I .-, .,.,.,,t - � ­­ W. - " " , ­ - ­ - , ­_­ " , , - - - ------------ -, - - ­_ - - QENE8&_N= ' (C) TO LAIFft; 111POW lMN 5PECIFA, WWI. '�_.%:_Q_�5,1,dfi 1 STORM ORM r1INLL S,IlZC-,L ON Ti,6 FPPPXXI� 1 CYAP UA I 1! PC D20,14 I (P I V i K45 MEN AWED FOR COWPUWLT IN ACCORNAWX 1/1"o FAK,04 .W.J10F11. AS WNWjFAc1jREU ft, , to. 11LIPIOCI O.C. PP1Pl rHL 2020 (71�, EL)ITFD4) OF TPP_ rl�,ONLA fijh.jt�JNCl Coot, THIS STORM PANEL SHALL Not SE INSTALL10 AT Mr� old 10 PMELATATE CEMALE 0 AND PIANEUPPIATE PLUS, ANCHORS AS MANUPACTI,40 61 ELOC COAMPRUCTION "lu , ' � vrt=Irr "CIRRICAP0WE ZONIE1 � ­-�"E l' bPOPIAtILP I�CPU 3) - I/.,. .%„ft.S Arm Nt, , . � Cit - -It , , t`� 4- wow buqolwvc� AS rMSTMOVIE0 SY Al� ."I 'X10K, WT * wtl,kry CO 'HPIP,N APIND LtMOS A1,6141. I � I I INAPPIED AS PER SECTION 116CS Of THE APOVE MIENTIONED COX FOR A RA9K� WIND . yj rif 'LEI .1 14.1111RW P, !,., , . ,;I KIN WHr.PF STORM PANIC Poll, K INSTALLEO, AND 1*R A 131PEL:I(PIPOLLIP't rAClTOQ .11 GaS, us,N6 .w., y ,6 ,_ �.. .�, �,,tj�, PH, Ivil,,mu. I,SDI OES@0N PPESURIE RATIKS ftDICAIED 0. SHIEE"S r $� WINOVII rHREA00 FINLIPAPPON "10 W" Ot IAKCIN ANCAL)" SlICIILL 9C 1 112' AMC I' FOR FLOG PAINIELIAIII, Pt LIS I � R 111103 12 A, 17 Is AM PM 'SMALL 10 !, I)Raff TO tARJWf NF A100,1F Clldigllt,odt JL'IVAU L'PFWA WIR, t(Wr. �IrTfililkl*!) PFP �S, r 7- 16 ISHAil % COW jC,j,,rO 11, ,'.b 11[�, •... N Ipc��.Uftt .411vi ff, MArIPLYING 040A BY 0.6 IN CREEP TO COMPSAPElL ;HLL& h/ MAX (AS.D) C Z� WhI THCE4011) PENETRATION OF LAC S=W� IWO THE WOOD UNII 9rALL BE I 1/7- NO 1CHIPPEADIAT � "Lsin'i PKv,"pt: "11AP(I't UW-1110 IAI 5MIFIFTS, 3. 9 B4CRIj 12 At 97. is T`1l4`iF1AiIDN1 PITC1 STVCCC SHAII BE CONSPDEM AS PARI Or r�MWO, TFIOSKIET1 4INCTRAI-i 1, 1.1.,;p ?,I ,f�,­ ,,,At ,w,�Frl �,�, ­,� � r �, A' If`t,gED WERE NO'll OVER STIPPESWO. A 33% INCRICASE kH ALLOWARC I I ll.l. I : ��t) L -tG' 49 l�jgj � I - N 94fV VILAL"Rl, FASTENERS SPACING TO WM WAS BlEtN DETERMINED PIN PI 111N­ . t ", :I� 1.4; I i,� , ILL '-'W1',, Nly *I,,-)( Il�-I, Iff AS IKAW,4111� L, T� LF'k.04, , SICIal, PAIPLIt'S ADEDIFICI FOR IMPACT MCI MIND RESISTANCE ,,,L1. %LLN VEA(IC5 44 LCiORDANC1 WITH SECT001, IUM I T oPC C 4) MP41PAUM fItIffr"110N of, W(KIP "VS1­; ­041. W �/f* 1/4' Ill 24) IXJW*-S USED 9KAl BE I 1/2' LONG MOOLqw ,If ATIM "IF.Wr, �tCDF AS PrIPP AMCWAN 10"I LAE OF 510,Jf- FLORIDA KPW% JOB1401-01 AW IM1902 09, A� 5-01�r MWCO �1­ M, " MI-PQ F1.CR -kL!, Wl- NO %litt"O � : ­1 . i� m -1. " �,- ,� ,,Irl ". I .. ..... "I 'r. "", ,tQ,C-U .1rDrF, 0 ., " CH - r, A, ,q , � 'I , "'A"` A" ` 0 5 "` " , , , ,_. I- " I :..f -1 1-1 ­1 . I ". l `f, III. 11 INE C �� I IN CASA I I'll F 0.c AS[ � I"PIC. lR I , ; ;i.,P. PIE01-1410 .1 �r')ATPANrt Pit/ •-.i�,I.i-. 6I)- or rNPO EAST CONC*P PANEL'i, $TLICIJI CA Pill SI?�,MD% K rMjNO ON THE IOPOSTodo I WRL ANPL; ,�71�C, 9t LC"Z' OUCH TO W-40- 141 MAIN SlilkICTUft "40 SLIH PAWLS ANCHIP"N . S)AillLt EYE A; WINTION16 III C 1), C 2) A C 4) J. 111.11,11. i­),�,­'�. . t`1 1. K. . � � IWO l ANli IfMP[H (40411A',,� ITHIAPPIP Nfllft)) W SE`FI : (D) MClIOCAS SFAMLL K INStAILED FCC0.OW449 ALL IN THE RECOMMIPONATIONS AIND SPECORA310,105 OF THIF "CHOR5 MACHUFACTLIREP l Ak� AIWEIFAIM WEP MCIAL 1,116if! A; QLoP%lJFW'S ',WA,.l HAW 3105-H14 ALLOY a Go CALIPPARLIED 0 IMC" VIV ALSO X INSTALLaO lKIMONTALL, '"011WAIG .tr`1.LA"IPN CILI-1 !Sl`, ol SCII1011 I 11,lrl:l 0 (CHI 1 4 At SICEL 11PAPILIT METAL PAWLS SHALL PAVE STIR(ICTU" QIMIIY STEEL. AS-.M A­ab� EAPPOC so U"fWA THROUGH tq rxtrw THAT Ht"Fiso ot4a SHAtL Nor BE W,D � TIEU ISE%GNPAPN0N W/FY. 922 W4, (AFTER ROLLED; 9 01 SHALL FA THE RESPaNS*t"Y Or THE CONTRACTOR TO VERVY ME SOUNDNESS Of TICE S7FKlC71M' *P4E#FE SMICISTIER IS TO HE IS Ali SCIPEWS 10 BE STO"ISS STEEL 30. OR 116 QS1 SERIES OR CORROSION AESSIANT COATED CARBON SrEEL A!, PFR 00110 ATTACHED TO IKWRIE PAPOPPER AIFCKOI�IACE TEikS SHVETER S44LI ONLY BE ATITACIIED TO CONICAM SILOCK OR 1000D FRAME BUILOWGS 5CO11M W/ 50 III, PFILW STRENCYN AND 90 FoA TENSILE SNENC'Plf AND SHALL COUP.) W/ FLORIDA "CIDAW. CODE: UM 'EC"CP" ]]W " PC) CAQH I'lF.WLAIt STOW PANCI, .1111, i0o"13 *`,TM W, - Pon -.r.ltlosli I. 1, I, '. 4 .,P Alm-"" IA, 1. a - - SWEETS A. 5. 6 AT 7 RrSPOM11-Y: SKAU HA A LEGIBLE ANC READILY VISMILE IMARKING "STIFIQ0114C OWNER ON rL4ANT 1r, F, NPOLTS TO 04 ASTIM A� 10� GALVANIZED STIFFIL. (A AJE1 $04 SKAIV� •riTALFNI [5', WT', *1111 34 k, M144NIlM YELP t;INLNGTH SECURE PANFLS WIN AJP`PClCAARf SELWOK.E01741T O~ PtAKCS Of HURRICMK WARNING .11IlIAS TI. IO l, A I 1W, I' INS Vf`.rNjATM ittAl"WNA 15 10 SEAL/CRIB 0 4.11 r,ktllPk `11M-DWNI LOCAP, INICH HI-1 IN ,'.Q.I11,,I1Cj1 ,i:,Nf.:; V., EPIPLONt, ro P.LVIENT dfhiv/� rNIMOSIj. r, r- ,-�., I., ­VR('� %Irr.1fic , �.`IL, 3,_I 1 C­l _1V". .-C4 INII�.IAICON, -11, Ill- I­Il� "l ""In .1 I., ­...W I .", " ". " l., ,P __,_ A, _,_ , H_ Ft, ,,, kRML,,d,, PIL l.P .,",,,,,j ,.,� 1 t. . , , AN, �-­ I'LlIllk,All", , 1,11 IAL' H AN "Ohl, A':PAN.FACTILIME0 By 017*14.1 INC PROPADE0 BY THE JUR1!P(ACJIa4 WHERE PFRMPIT IS AJK'-'I 1_1 . %�& `l0U7I-',F­` lNClPf,AS, AS 061POPED BY All. POW? SCIPWIFF, MIT * SPECIALTY CO C­ 1, - I," 0 I � I 13 (a) THIS PRODUCT EVALUATION DOCVMFNY (PILO) PRUNPED BY ISWS ENV�INE-R IS GENLITIC AND GOES NOT PROVIDE Lit"ORMAILAW - 014- 10 PMLLFAATr FDXILLE [to & PAWILMATE PLUS ANCHORS, AS WAAKWA41I.Ro BY ELCO CIONSIRLICtKa PdNoCvCFS� FOR A SITE MCIPIC P*OKCr. -a WHERE TFIFE 117F. CXIND7112,045 CIEW11 MON P­H� FED � I 1 /4'0 ZMAC NNPLN ANCHORS AS MANUFACTURED BY DEVI IK Eb', CONTRACTOR TO K RESPONSIBLE FOR VHC SfAIE1�1113A Pllllnli�PIPA% MO ,N0AIIlA111PYl4 INCLUDIK. WE SAFI�f OF PH$ PRO;.rT A 3) IMNWUW C1464PNEW *F LAPOON ANCHCOS, INTO POURED CONCRETE SHALA BE 1 3/4", 2' TOP ELCO PMLLU4'E AP40 Kk%tL) ON THIS PIIQ PROV11140 HE/SHE MCS Mil OL,IlIJ, WIN illk _�Dj riullit, (XIA.Lfu ON fni, 0,KCAME31 I 3/1' FOR ,`A1AAC' NACON ANCHORS C(PoNSTRIPECTION SAFETY AT SITE IS THE CONTAm.,ri.ip �i RLSTILINSOxIIII I P,�NI0I�W tS CrJOki- FSDFl AMA* INIO lMNO ENBCOMEmT NC A.SE ) HPlI SIUCCO IlPFAI[ OF. PIERVIT'PLE, 1/4' 0-20 SCREWS USIA) SVV,LL Or 1 4/2' LONG MINIMUM SHOLFILD STUCCO ExIO. (dS STIFF SPECIFIC PAWECIS SHALL BE PIA(PARCED in' A FLORIDA REGISIER111 th(ANCIR I.W Alit".1140 Nll:•+ ". FIEL'IM. ­[ - I .11I,l, I., 11. .1 I-, *111, ­ IW-0 AND LAA, RF HFAFIFI) irfil-M OR All THRWAOM MRCAM lt/I) HAAB 0Nr,Ma1. ff own"e' IF F R ; f rak 1.6 "Al 4 r 1 .W. AIII5 " i OF PF 'PaNIAa 4 11. PIT CAPE WTI, *1141; 140S PRI Ft 4U THE E PC 5 CWGINEFFF Of RECORD. ALTUP LI W AS A DELEGATED ENrllP($P I P I D EFft* SAME, IIIJ000" 10 '4A WIER THE SITE SPFCMIC T)RAIIIINGI; MO 11P k ��) N CASE THAT I'lifLAST STONE, PWMI C!Q#Kf?ETr PAWLS PAVERS $O)CCA OR WOOD BOARDS K FOUND U4 ILK EXISTINC, *At[ P`,A 1LOOR MC.095 SICALI eIr ,EING ENQIIGP 10 REACH 1110. AWN SrAucruflit FrEMIND SUCH PANELS W CHIPS P ED SINALL VLANI THE CAPE AM OAPIGINIAL SEA AMU TOGNANVIPPI Of IEIL FP*000uNDEIEAL ANCWIFACA SHAI-1, Ed AS MCNTIONED IN A I! AND IN A Jl ENGINEER OF RECEPOID THAT PREPAWD IT I (D! T J�Ajall.,NV 1,,~jOi, OfFIDAPIP" WITH SF,C'*. 11-1.2 C- rLOAft r-1400G CODE 04f, LABEL c _V%jj%IPI o." 14- �-YQ " SPLIM -'.C`FL.%oFF 5 LANCL %AAL, ro LiX.FTO O&I A .C.0111 AMPOLC 1�14'Tll- A' PFFEAM - 1/4: : .fAIPCON ANCIPICIRS AS "IIJFAC'URFrV EPP, - I IN 11,_,LOCK. INC PAW', ISiPITTER IN W, SHALL BE PtAl ED FOR LAN'r OPENING LAVELIN6 - `C r'P-11PI I -It- '4(1,01 1 11,19 to $ Ill 111HE � - 1/4 7,19' CALI( A. ANPOfORS. A.-1-FACTofth RT L11foll. INC. FLORIDA @,J.LW.,P oM , 1/4"o IC �C/4' 5Ma ,C-5ft A1,PCINKMIS. Ark (WRIWIPFT, Orr Ali POWIC SCRE*, BOLT A, SPECIALTY CO - III.- 10 PA,NrkW!L 'FLAME 0 ME PICIP4111MA'i ItU15 MC10111 AS MANLIFACTLIRED BY ELCI:P CQ%%TRuCT;C,% Pliajo,0FEMMMINt ... 1 '41' 0 P, , ' r"C __ . , J­( NAIL PIC1401r, At -1NU11r:,PEr EY I'LAPAII , ­,,�Stll A - N �/�%'.. I If . : VIW-Pl, IlN,I1)WI0 P ­,:AIk ANAl ltC(, IANCPLVAIC'� A`df zW11L S`,Ih W-Allp NIO !", �M,x.,yCEANJ ­.°.,/ ptk�:,` UNII 11PA,L lit ! Pie $ �- 1� �✓:�P I FLORIDA 8UILOING CODE Non Nigh Vot"Etv H.r"Cor. zon*) ILI - � -- 112) � ` *,,44 07 i - ONAPAP CALK -IN 4P SOL,0-SFf ARCHORS SHALL BE EMBEDDED 11/8' INTO THE CONCRETE BLOCK SCHIT LN IF", I __­_'­­__ ­_­ 24 GAGE GALVANIZED STEEL STOW PANEL OF 5"�, SIUCf,-,? SHAP'll K PERAIM0 I,'- 0-20 SCFMWS USEC SHALL BE 1 /2' LONG FANNU ,. , r, . * <7 _ .___ 4.- - -.-- I 4,A I ... L-1- % *.'F',.,, -,,r�S. _- 11 -_ ___11_1 -11 I ,F ­ ­ '.� I EC0404C /Iodd, AND M"WAL! Irp WA(19 wrlill W) 5IL,C,CQ It I% STATE , F ` ,� GLOBAL PROTECTION PRODUCTS, LLC.? "".", 4 '" AP. 1. 11 ,a- ___ __­ , - 10 _� - 1, P41P. I) I .. 1, ;I-) P:A.i`E.P` TtL I .71.0 A l�- C41111PIANY . I- I I 6 I, 1 - .14 - '.C`�,._ , lom, If. IlLI(AlF' :P'-��r�r P0,4ELS. STI_r�V� IF WOOD 600CAVS BE �,Jzw '10RI `, 1-.1.. 17-" .!��,__ - __,�, ­ �,V , � 20-175 " P.".111111 AkL ANI.I-)^ SPAIJ. 64 ,lail; #PICLIVIH 11' REIA'14 I'll MAIN STAUCIIJIFF W­*D SIPrH CAW .� -�-'� ' � , I. ­1 .11 - 41. I. ("4�-..� I _�C L - __ - .. - - - _Vo'l ­ - - - 4; .; F I - � L ,PP`AAHL - - t.11" 311- . A, 111,11111 �' IN 8 1p 1411 ,N U 71 L " _-1 - - - , I. ­­. -0�1_1--- 7 - - I% �P,o %I,l, , - ­­IAl;1­ II'll - 111 . I, I . I 11 . -.1 V1111 ..;f__­__­_ INSIALLATION DETAILS FOR REGULAR PA]RELJ'� . - INTO POVKJ) -OACTE M . -OR CONCRETE BLOCK STRUCTURES �;,15TlNGPO`."Rt0CI 'I I ,,I "I'll � I 1, ,,," D,_ :Ill� 11,11C.11, (I'LlGII "'F' 1/�, 1 11 ''IlLf) , oNCIFFIT W."ORS CONCRETE ANCHORS I I Il PSEF 9CPPEDIXI PIN � - � SEE SC4MUKE ON I, SHEETS IF "ifim'Go, 70) , � , falbING iq>J�IP SHEM SP TKNO111. ILI .,-)'yj,�I 2 � � 1 �2_� CONCREIC 08 ��­ . �% I � . <1� �,,�� I 1p!�1�7 1`01* I I 14) , /Z 1. "' C I � 1/4' � I , � z".7 .f , � , M, ""I" 'j � : �jj W CONCRET� VNI.,"CAPS ,,, , . Ill � , t �$F , *11 , I ; I , , , ,R�� cl�N .L,&f " L�01A� C11111 ..... N " , , , 110[1� fil 14 , , , I , ,t��,,�� , �Z 16, , I � I C1 � ED 11 " � 11 " , . r I , 04, 0, 11 . : I I I , � I .. I : . - I '. � I , i I I I 'q I � I .1 , , __ � .-J W/ , I ­ I I I � I I. �" � I- ( �, i - I I i i ,;, I 1 P,, . I. `J{ ; 1, ," .A., P 'I I P'"I,, fc,01 11 $~ISDN A - ".11, � I I 'r � � j .­.-�' � : i r, � i I A.M911!iHin I to GAP (UK `VP Film � I I. I:. , , S� 'FIDIULF "I* M. (SU SCHEDULE I I I- -1 1-1 I , " =LLli ON 341P 3) i I I PANEL LENGTH I .. SWEET 3) � , � AORK I I 'I" M- I I �� I IV SC.iDutf 11 i I , ... � PARARKIN 1 i 1), it I GLASS PAIL LEPICIPPIPC .,.:l,I I `11'.11.1; ! I I I PAPPIFt LENGTH "ISPEU SiPai[)W. : I PIKE ScHEIDER1 :Er f��`Hil.! 01 . I I ii 1`1 I (SEE SCHCWU Pr I , , , I I � ! [ ON SHEET 3) ! "A 104 , I 1 �r 3� , , 0% sea 3) �..C,. I f - (.1I'P#1i.,I i F 11 � � ; -', % '.Lln`� I I I C1.) 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'I- , . , . '. . EN .. I . IE I a . : I L NQ1 ED, If EDGE DISTANCE 1. QR..WIAUCMWAN� I � % *. � I P�JF �*,C,--FDULE ON TPIF' & SOTT041 V0(IWlP4(7I` rAN FE! . 1, - 0) � , O&AYNCI) IN AW WA: !0 'JIT ANY � kfTAUATION I 5 I "Ill, 11 "I I " __... _­11.1-1... I _____­ ­_ ­_ -.1 ­_ ­____­_.___ __ __ __ ___ tLiNRIDA 91JUJOINt. C11of (N­ 141.h V.1­N. Ill .... I—. 2n... ' * .44167 .. I SATED'_" - , I tofl�13 ., � . _ .� , , _ ,� IN IF , l". 11,11PPOL 1. I, I � _rr _-, I JP` IL licolue \ - ____ , T a Cm.99*00 DO~ ­ Ad, . ,_ - __.. .- - odif - _ I- Odd,- ,.I- _ M111 -1 At A74&: Lo, FF dd IF 1 24 GAGE GALVANIZED STEEL STORM PANEL E___ -_ - ­ -.. ­___ GLOBAL PROTECTION PRODUCTS. LLC. Pat la, �l SCAPP -1. I._ - , " ,".. PNll ­11 1. I.-�­ i", -M - 11 DN­ 01. ""2/"" 20- 175 'PAPA'd - �j, �� - I -,-- _ .1. I 2� 1. - tITALLATION DETAILS FOR REGULAR PANEL 1. INTO WOOD � I INTO._ ....... . ­­ - I "Fir.111 LEG "Ib, (w,". DUSTING WOOD . � I 04ATIENN SCAM WO(PRED SFRUCTIEHl Ao[OLIACT OF ExtSTINO *000 ,r.-.---- ---- __ -1 RILAU TO flitIE41TV40 BY - -To - rg. _ , RECISIERED N0,4LER CA .00 � ARCHITECT PRIOR to sflurlun INSTALLAICAl I'll I 11 .rIll _(-JP1 �___ T__ _1 - 1' &DA . ,NNII Hit ,06IL. MAP, (P;TF vHl-aulf (Su t�,-II'll'! . Slltt� % I r, . �', ,' - LQ - - To . !W VAAPP q,, Pitllil. . SHEET W I: , .1. , I. I ,/.,-ANI* &I 11 .1 .1 I -,-- - -1 10FOOD EI I, . . _­ ,-:v- I - . , I ­- "I I RECTA -.- ­;_ - f , To � R I,". AAP' =�G4 j) i I , I �4': � ".1w., .-,/."I., CI - i WDaD AWHONS LRYN I I , I T I I ! tur PO�IrDIALE I I I I I : 1 ­ i swo I 1) I ; I I � I I Od., . " _ ISE 1 C, ) .4 PAIIIATION, To . I _� �.jj fi. ! I: ', 1"; I l.,Ass ILE t I � : I I !.UHFDVtE . . I I I o. wi I I 1) ! ,.,;�-�� I III,, SEPARAIVIII 'D GLASS I I I I`-�='r -n I- MAx 1, , rcHE � out (A smil v - � ',/,--- a:�,, � , 1. � I .� I ; . I 11 .r k, I 1: IV . ; I I PANEL LENGTH , � j 'DiDt, DAIFI r � A` , Ism SCHIPEDI"LE I . A''" ! ! 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TOP & 90TIOMI MOUNTINICS CAN BE DESIGN PRESSURE RATING �pa,l) AND PANEL LENC.1*4S 1 "'. $1ATF Of .., I. 24 GAGE GALVANIZED STEEt STORM PANEL COMBINED IN ANY WAY 10 507 AM AS PER SCHEDULES ON SHEET 3 . cz I _____,___. __________, - " -'I'>.-.. ". . 4-. 1 _� �""` 2 FOR WIN WOOO FRAME CONSTRUCT*N: WOOD , L 1.• , _', '� - - INSTALLATION. , ;oa. 10 _ ��-;, - P, / ' --.--- W . vfilrl`?!� 10 K SOUTHERN FINE No 2, W/ SPECIFIC " - ...Tg, - �� _f- j 11L 1E C 0 INC. GLOBAL PROTECTION PRODUCTS, LLC. 7` .11 , I . 7% , .1 YPW"l 2PPirrol.4 ixi~ wAS s. 61 wow IqNSIry or ass OR FDUjM_ loF.Pki k 5PrI�-I!PA, , l, I &T. . IN __",_ ,". - "N ...... I.111, _­ 11 I'll. , A.W.F." At -,1.5 " v,Aaa om 21-111 , ,-,I- I lit; A" -z_- ­.- - P.0 SMAL/114W.0 . /PATt C.-CicKil". . r �i :1 7I il , - I --- - I . I , I I " _��, - 1.1 " *�., Im"I'll"t I.-P61P, OCT 2 8 ?W " , Virtual Review Assist. Inc. PtAns Review completed and :PProved for complibnce with the 202V FBE 7th Edifien � a by Debra Anne KlahT PX2300 -4.-- (D (D r- U) -C3 - (z > o (D C- _,_ -I--- (D (1) Q 0 7D 0 it C- - - CM M -4- (-) -0 (1) _.__ a- (/) - (D = (1) = -C3 0 M C) 0 - M .- __ U) = 0-2 - - - L Q) 3: = (10 �= O - 0 m_ I 1 M U) - - t - U) r- (1) U) (0 , In 0-4- _4___ M Q_ E_ F- _6 - I--- U) < U) 0 L. (1) I To III . M �> 0 L__ 0_ < 0 C- -0 (Z 0 at 0 a) L. M L. 00 :3 LU 7�7 < = z < __j 0- I SHEET NO. SH 1.3 . END CL SURE _I)ITAILS 1�5 A N IN F R C .ET,Ea .L_F9R -- --------- $ _j) TALL.119- -Q-V -ED___QN .:QJR CONCRETE fILJQqK...Q.R__WQQQ_ STRIHICTUES: Y,ALIQ FQ8 REGULAK 1-IFE 5AHL-11--k �7-.HAN-Q....S,TORM-EANELA,'-5Y5TW. � i I I . 3 4 13 14 - [I 3'=40 , * - "AM,"U"L!1J (4) & (0, , ,-'.,,� ,J I 91"k...KMW00.01R Q0 210, OOD 0- Fk" I I ' ;,.. I 1, 1, , � ­ AMCNOR 6 17. C, C I �, i , , . � " I - , �, - - OKOUM _"�, I "" ' 1,'11 OR4 J1) --�,-- f . , � :''l. 14L � 0'.0 I ' 11 -_ 9 is 7!!-. ,� ­ .."..: I, ­ I - , .- , ___ . : I " 11 '. / w,NFr1s � 1: : ;_ : 4v ��Omt - ' "'. " 1 1 - M. " �J I Q,* A41IF OR i - I ON' 3105-!H WOOD , - - - I- j rl I ;�; ,�, 4 , �!. - ,­ - 7_4217 . ! � Wl^, ALUMM VWPMff MATE , I I -II , L", I.' I., "I , I � 1- " I I I , 1 SIDS �� -I. 11�1 . � I i 2 112" � 1 1 - 1, .. A � , " VIA, A,— .4-11, I I AN, � , I 47 " / wu,I GAP ""...­.. , , �­ IF 0I .. . 41 . im, 0 12' me, 3$16-H14 aft TOSS -TN AULD, ".WKNIff C.I. 41- 00011 CASE A (PLAN) SCALE 1/4'.1' SCALE ,/4-.I- SCALE f/4--I- 1 - iM,h PANEL "N"iffl. PC' O"O Pwku toM CoRCK7`7 OFEWHIS WCTN� " KOCK OR I'.4' ffo�',� I �F Rrwoqn i I I � Ir I,...,-,I, , I ! CASE F �(PLAN) " . 5'. C43, 41n .- OR .3_ 46 AULOV CONT MAN, ANGLE "IN A'o . 1 3/4" 1 , Tzg. 0 I 2 . OIC "I I ;,- , � i //1____`,1 1 -.11 ­f, I I _-1, / I 1 �___'/­,' � 'Ift'", o.IRI1,. ­ .11, 1 1, CA$" (FL&N-) LCAal, Vl'­1" Ii 1 SQX�U77 CAR �-IN -3AAFD 14NLKTC -, 1* It a-, I " 1, I IF 1 ) " .�# CR ,3,r ,(49 I OR CLIO P.N1 ll MOWD co"MIr, $K017ING TOW 'I Ft." 'D Awl _-1, OMOC)IM 81001t " OP, W"OM OR OANCIMA C P,1 �Sfi I %0 SlICEIT I OR 2*.4' 000 $OCTS 01 OPEAANC SCICO�.k. ,NQ --n-RL,�,"x- i's- "`F ,AmKS.1 - nA & ", A F%AW woow 4 APAUCTAILT I � j_ j II A-1IES( L:I "(�t R$ , ��' , ­1-1, y ,/'N'_L1,., 1 ftr�. FAI, ARO.. "QA, NIM.A' FARGES AA-U. - ---�V__-_14, I- - _VANIm M LM J �- .:k�. ) :_ ("J I 1- "I ". ,,HHHHOH, CAK-9-CELARI � =.. .11' A , -,�,,?, rt4 ;", 'AL CIA. 00INNIR UNN I 0 �' I I 11 , - ,,, �� I/ 4'. 1' 'A" 0 .t. ­ .4�f � ��c F N ji - VAL U FOR DIRECT MOW INSTAUAINDN ONLY & � 1 . . , \ CEPTIFED PANEL INSTALLATION AT WUS W/ , .: 140. 44167 `� 1 / SURFACE LEWL VAR'AT)ONS WITHIN 3/4- i *. * : * z . . .- FLORIDA OUILDINiC CODE (N­ HI 1, Y.I..I.y H4rr1­­ Z CASE F (PLAN) 1. OF .. *Q: .". I 4 ftnoo, "' 24 GAGE GALVANIZED STEEL STORM PANEL � . I 11 04-, � SCALE 1,1.l..s' OPI0IN._--- . . � I � .. "I - , _ - ,_._-._---_­­ . I . _­ I I L I E C 0 .,mI,GLO9AL PROTECTION PRODUCTS, LLC. z _ I 1111­ � t" 1/ _11 -_- "1_'1.M= 'Z'= lt,'.­ I .­ " "'. 'I'. ", f�t"Ne"L..... 20_11� ! . - I-� - L., 11 I , - A - 1, I i - - - "I',"", MAXIMUM A,S.D_J)J�510N RREMR-E-RATING (;�l,s.J,)_AND._CQM1N.NI ANCHOR SPACING SC DOLE FOR__KQ_VLAR._3TCR1A._PAKL ,I INSTALWVII 11410 VOCID 5TUCTURO � (VALID ONLY FOR PANEL 0 INSTALLATIONS AS PER ALTEkNA-iiVES 1W EIHIJ 4W. UN `,1iLLI!, (I Ar 7) P x A S. D. ____ MAXIMUM ANCHORS SPACING FOR E.0 . AS SHOWN ON SWUM 6 & 7 - APPUCA6a _ -,. . ", )"MUM OESI44 At". ..10 PANEL. tAPCON LAO SCREW T F. AEP_NM_AELLME Rom) PAWPI LUMSATE KANNG RtEASTSINVGRE ,!-,.TN)Kk-Y N H LC!LF IP-0 IWDOP orIlUm It, 1 ­­ _. . " 11. LJ* $3, !3- II .- . .-- IX .1 13. 13' Ir 4Wri"i - ­ I - 6 ,/2. ;,* 'I'D, 1 S 1/2' 6 1/2- 1 1 /21 . 6 ,/27 . ­ '" - - __ _­ _ _ 6 1/4- 1: 112" 6 '/4- ItIN (SENT - , , b.- D. - _6�_ a' .. 6. - - OR t' 07 " - imi *riOW) _rI7 -, _ IS . � _ ... Ir - -, ­­_ ------- 73" - ­ - 11' --.I--- - ITT ­ 4* (top) � -45 - I' 'I . ,.1. � 1 ;3' 0 4* J.",T,�,_) OF, LESS __ la- . I ls* w a 0/;- jfr (TOP) ­.. ­9, - IV it 6. 13 - --- '. III (WITOM) - 6 i/2- - WW - �­ _( _.- _ 6 1/2* -6 0UF­ " - ­7 iI�j . 6 I/l . - - � t�,- . I 7 _17;r '" >5*-O" - - ­i­'W� 2v OI ) - �_'�_ 2 11 I " � - 1 � /2' - 4 , 6 _ I �1' . � __ - � III (T* - '- ,4,04' 4 . ,/2' ; J. . _� (BOTTOM) 10 lIr /I !Ji .. _12- . 1?__� 11 � * _­ I_ - .--- 4 .. -W I I --- --- I :-:-+-- - 6 '/2. 'I,W I 06fi&0)] - . -1 - -_ kvn�s -_ dj;-7 - - , TABLE 11 FOR MAY. A.Sr). DESIGN t.CADS & VAX, VANN LE WHEN SPACER - 15 I 'ED. C`6Q*E1,C�nNTI!W_ rIFAV TO A-IPPfAIIIC 2W 'VD 'V11CI_T 9 M0 A b MAXIU;,M ANCHORS SPACING ECIR E.D . A$ SHOWN 04 SHEETS 6 A, I 14',�A&t ..,.,,V 1XV0 () AL IT, PANEk __ - ___ PRESSURE RAING TAPCON LAC SCREW PANIELMATIF I PANELMATE wow WAANG I �,�T- T C&,48MT amriii 'L" iP-f) FEMALE to PLV5 OF THEI'Mon (H ) w 13, 1 13' IS 7 -_ - Ft 77wi- -­-­ 1 ' 17 '4. 1.) I I A01) .3.11-­­ et ­ i - - e� �­ ­ .. . I 12* .. ­ _. � .. 6 1/2' -_ _A". , 6 1/2- - "* (Icw) - -.---- __ __- ­r r ­­1 ­1 I ­ 6 1/4" I -.- 12 1/2. 0 1/4- 71, IBOTI .) V-0 1. 1 __ - , ,/,- ", " - - 3. (MO) OR LZ53 , "12, k, 1, � P, - 3* I 19I i.�'__ 1 13" I_ ,!-,I. I >+45, -43 . IV j . I kj" I - _1 - - ,�. L- ­!��:,_­­ Ir _13, _ Ik -_ 40 (01111*1 .7 To 5, - 75 13, L � �,* �2 �F ' 10 lif (lop) -_ I5, 1. 13, 14 . c 6 i , A R �:TtTc.) F � 11� , I i 1." � I 1,J, I 6 I/1' I I ­ iA (to,I I - ' , /' . I 'e?� , 'p A. g-� -) ,!,+-O* .1 ­:�­ . ­ _­4 '/?' - ­ .-L-: ....... I/ . _ 7 - - 2 '? 7 1/2- _ 3W (TOP) L 10 V -5. , " . A I 7 A. I lm; ti;nw I - - 0- 12' � - 3 :1 . I T t i", i. (TOP) , ­ - - 1 1. ____IY - 13, - ­ 13, . - it. ,4W � I '' jeon(m), �",if TABLIF 01 FOR WX AS.D DESIGN LOADS III MAX. PAWL I.EtCrii$ WEN SP * ,� I' ,f D f i7,C?RF`P L t)NVI NG ONLY TO ALTERNATE_ 2W ON SHEET 6 -.--.--.---- TABLE 91 A A.S,D. DESION LOAD - MAXIMUM PANEL LENGTH 1C, PIJ 11R LESS C-61 > 40 PSF 30 50 PS, 6'-2' - > 50 PSF TO 60 ;:SF I .'--- - '.- W I . A i,W, PANE I v ', (, " I S ARE ONLY VALID FOR INSTALLATIONS W/ PANEL MATI, fkAIALL 7 OR PANE! MATE PUJt ANCHORS & W/ (04 5r{\BSA10I I /2' 0 C, �ik11��\ , Az�`--,-".L'E"N­ -­�.�..��, 't z I i 1� ft t 1 I', . "'O".. , ^ 11111.�J " - ---"- ' - - - . - I � - - r - � - - - - - , . . . . - � - - - - - , : 44161 ". 1 _ -*1 It OE �_ !-, , � � I - I �, ,-7 , * (IF �,, J- ,� T'Alf' ­ `,L`0(o. FAF -_ ,, ,r n1L rc;"O_.�.; 7\ I 24 GAGE GALVANIZED STEEL STORM PANEL GLOBAL PROTECTION PRODUCTS, I.I.C. f.p. I WOW, OAA4 N� , . �� - . � 4'r" - q , r,* . , .�! I . . ��, , , 1, ly1`011 � . , . . , '.'� , 1> ..� �, , i "' , , i.:, -a' ,?-*%iili-K",t-,W,NiIxmW.& c;6�,,-_­ IN -- - .� . - - - M - OW-1, 1. I---!, - , C�Fmoxn# P i - , , � kwl�`, 43 " Amo S. " "Paur, I�L n - ­ I— A. 7.K ,.�' (..,­ F­ ­6� _iW-.7 - - --- 1_ioQ ­1 , !77­ ----, ____i- _z_ - , 11. * I I 20-1 7 , 5 - _,_ - � 11.11, __/ f;;,­,,N,wW,-,.,-M _­­____­_______ ____ .. I ­. INSTALLATION DETAILS FOR UFE SAFETY PAN") _ 1N.T.9 POURED -CONCRETE Q.R___CQNCRETE_BLQ_QK _ajRQQjQRC5 11.,. 'a, , " , . ' ' 1 '4*. 'AI,u). DUSYM POURED� Nc HOP . " � � , " �L .�' _,.,�, a I,' " ;: TOACRETE off , � "i 11 "� c'­ I CONCRETE SLOOV � 'C. � --[I , ,� " � 2 1- �: I I -, I, � d_ , . I ", I I CIA, I I I I I I r iJ' 6 I I i t , " , � i . . I __....J � I 1 � - I n! � I ­� I 1 � I I U ; W- 1APAAATA). ! vel 0 TO GLASS EXIST.-, %,., NO, .0 , ., 1 - '"'..-.i�:.p , GLASS , 0 .1 - 3� - .. 1 4H. ; I ===Hll CKIST.Aj �� I - GLASS I i "N � I I II ' � - 'A'L I � � I . " - V.. M , I L 11 ( AN, C.11 NCII, I I O' P� LL.4GJH .1 I !, BID CNAt" I (SSE IJUVATON i�I , -, , 1 I ON SHEET 12) �j , , Mn10" I I1. I ! I I ON 9997 12) I 4'. UPARA10. L - . 41 M GLASS ! � 1� I I, I � . I I t ; ` 4- 7177", , �, ! - _71­ � " 1 f, .: � , �� I- I Les I t I I I : I - I , I , "' . 1 I First" . 11 ! � I � I CONCItm I�.Cr, ,�-.- j 5, =*IiFW , � * i 1 115, , OR : - I CONCRETE VLOMCI, - ,� CONORM 11.111 � �".' '�� 11 I ,� CIFOUR11 1� 19 I III I I I -" I 410L.Rm I :'4 : I ,N,,,w A" NIS ' I 4at%m k. 1 I "III 4 , � I I I � , ,� 1 -"7 , ,/O-. PAiNCININTE 16U$ i SECTION R-3A 1/4,. 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CM0. OR, Y. rO. NEW WOOD FVA`HL COI%�Ojclj,� N WOOD __ MEMBERS 10 BE SOU74EII PINE 'I, . . F topklo�..-t, .I',, I- , - e , ..`"„LA``....___ 20 5 ECUAL "', ...... -,.. ­ ­­­ -_ .W- -,.-.. DENSITY Of D�55 OR S I. Al � � i-i .1- -) -1- N00 ,:- %, lottlWA - � I:IF_�H' - - I . I%Itt,�It 0_WM7 I , , , - ___ ____.____. .._.. __... I..----- 10,10,44.6, �ITA A Flux 4. IF & ." � 0, � . I—! �� ­ � -1 I - I FLAR[r. Uk I -117 � I .. .1 . � It, I ,a .-- F_­_,­­_,____ ­­-- ­­. : II MAXIMUM A LMRE..RATING _[a,&J.) AND CORRESPONDING MAXIMUM ANCHOR SPACING ? � SC1ICQ.1L FOR EGULARR STORM I QH'$--Wk"QKBfa-&-LQtQKMJLJB=--$'%&IUM � I (VALID ONLY FOR PANID, O� INSTAI LA40145 AS PER SECTIONS I THRU 6, ON SHEETS 4 A, 5) � MAI- k". DIESOGN PRF51Vq( RAN111 (P*I) MAXIMUM ANCHDRIS SPAI�INC, I-,F1 WN fX CER S%CHEDULE DELOMW -- -"---- - '-'-- - - .- - - -J, IAK(A SOtUD -11 PAMNO PANDUMATE ZAMAC - WA&IN I M K- 14 -.- __ - F EVALE ID I- - _ - . V , � 11 - ., T ToA- " , " �,f CON,"'COW.Am ,,,, V ?. 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S" 2I is 4 16 Ft* AND,aml APDM "K TYPE At 6PACN4 '00 INSTA4AIMMS '." . - _ - - _ - .. I - !n FORK . �_ - -1 ­_1. •­ __o., . I- . --..-- ON EGCr DISTANCE 'At =W ,.-- 0­ ONE 3 SOWCOAX, ram LIU ON 904DIAt 111I 'W"O, W."T.4 I --10.1 - ,,NA ON) --- 3 By MULTIPLYING %AACK SHOWN ON SCHE Dar 91 IK lo',C-A" `A:T*AS ACINIAL WK Irma 94) FACIFOR I 'n. - FOR '04 714 10 K POMUL ,��IIV ,=KON _[D ~1 2 In, .., '"M ­CIR 1 40' Or E IFAN ­.W SPN INC `R[W.ATED FOR EACH I.006 ,,, UN o", SoNFOULL _ ,• 1 3 ,(T- I`100 I - y 47. ... ... X . . ... '. .. %Nr,[,Vsi :�� j� 'L 4i` • ` I' No. 44167 .' 1 FLORIDA RUILDINC Pont (M.M High V.I­Ifx : * * A I . I .. . - Nurrkorwi Zam) ; IF - . : * .= OM Naft. - % 1. � 24 GAGE CAIVAN410 STEEL STORM PANEL ". z . STATE OF ..-*Ct- 1 -----,-_ I t.---.*.- S, FLORID?" L�- . - ,, - ­­­ - - - ---. , " * ' - .� , -, - I OR - � , 110 E C 0,,,, '"'"" , ..-� � - 0'. ,. iGLOBAL PROTECTION PRODUCTS, LLC.1 OF " -, � ...... 1� II ,, --�� I'll __ , , r�, i ,,� �,,Ot,' 41L , , 00, ,,/„,, ., ,, . a;w-_, 1 4m &W. 51 sym " H ', L , ". "i".il ,� ._­6,4go � ­ I '.�� ....... I I�,� - . - - .x-=-.-;.F-:1 MOW mmmo-r.11& ra, (w)m..-,, ,­_ IT, " . - L. 1�1_1=_, I I.. - ­.I1­:,­ - CA.CIDOIFII1�EN::;m& I , _qR A Tun r. ,1 1. I ­ i __ . . _____ --.-- ---.----- - I M__2LTAILS FOR _LIFE SAF'ET'r PANEL I INTO WOOD STRUCTURES . .--.-. - _­� I/4 - 0 TAIRCON r . , .U„RW 0 6, - "r, I REVIT - 12- , I _­ __ � , . � 1. , 1 I , , W" � .: : , , * : ` _]k I, ; ( 1) 1 1, i � 11 <.ff I .11.%zlo V.0 He NNIC 0 ; LCI owl, r-O ;I A I � . - :I "IT , I I PANEL LENGTH I 11 C' I (SEE ELEVATION " . � 11 � ON S.Dr. .2) � � :�__,��;,N� - I � ; I 1 :, To ELMS I ; 11 - 1 , , : 11 11 I v;? C� 7�� 4� ,I . I .1 . I I 0 U Vr W. I I I I I iJ1� 1/0 4' PANDLAXTE PLUS II I .,r,1C)P 0 17 1/2' Pr ALTO RNA11YE-8--10 9 - FLO-LAR, PANELS WAIL MCIUNTINGSI %I L 3/0-.' 1 fMAl.LATICR4 AMC 014,,� vAUD rOR � A. -SO IW%�GN ItRtS,SURE RATINGS (ps.') AND ClANEL LENGTH'S AS PER ELEVATION ON SHEET 11 2 FOR NEW "ODD FRAME CONSTRIOCtION. WOOD vEmp- ,,t, TO or sourNERIN PINE No 2, w/ SPECIFIC DENSITY Of D45 OR EQUAL , Ii 11 .4 :i !� :; 11 11 . I. ... ICII %CPARAII a*K4* WID PLATE wwwo Pli:4"'ADER WIL .KjIRED I AM% 09, oc i . C2) - I � I -(,T--*)NI i,.vT � 4 ! I k ill 1 I I i 1. '" I ! , '. PANEL tXxr,l. (SCE ELEVATION I I I ON SHEET $2) I ; I i '. � 1, 0 I 0 it A? at V7 I 40!i L I I "?4-. -ANFIVA7t "us ANCHOR 0 17 I/)- O( MONTE 71 .`7T.TffA_4F_aFr I. mff-wliwniihwm'� 4 R�.�_114.4;"INII-A .* , P - *...-*�Clikse,-,�'p % : �, . : : � . - I SO . I . , - , - �.. S TATF 97, , , I- , - , � - ... IC` � 1`11101� IAN;C' _=1 11 ­1_11-AH. .... ­ __ ­ 111, 24 GAGE GALVANIZED STEEL STORM PANEL to .----. � CTI DUC . LLC. 01- ft -_ - "`iArt- 111LIEC011., ANA, CLO, 51 MAI DANK. n. Sul. - , : I . "CiaL teu)W-73.0. to (.up 1 T_,.,!_f III!, 10-1 - , ­ , - _: , _P' 'I- -, . N. ­`�- 7,`:,�i, 1, - ] I *W it or is nlnw I T VR/\ OCT 2 8 2022 Virtual Review Assist, Inc. Plans Review completed and app ved !or compliance with the 2020 FBC 7th Edi i n by Debra Anne Klalir PX2300 -4- a) (1) C_ U) -u _(U � (1) C- , kEll ILIL 0 _0 0 q) (-_ C)- (Z �0- L_ . .- O-) U (1) (/) (1) -t- = (3) =:3 -0 0 M C) -(10 -0 -- U) -0 = 0 5-- -2 1- O (1) CZ = 0 __0 -.I-- U_ I 0 - CU __ a) U �> - U) C- M O CU _+_ CDL Q_ F- _6 _C U) < 1) z L( R. (1) (1) (1) c- _1R_j 4--J C/) =3 CIO �> 0 L_ C/) 0- CDL < (1) -+-a 0 = =3 -0 Cz 0 " 0 cL) (1) L. M Z3 LLJ < Z = < I [I- ______ SHEET NO. SH 1.4 E21 /18, EZ1 W/1a ANCHOR" ' (SEE 5ECINN. Ell a 141L'P-oat Ell* ON 5HEE7 'R' _.. .. _r..- ; . . l. ,,,� (I[[ - *(SEi NOR 7) f �+r/® LiNDTE 7) 14.1' • _ _ -. - .. __ - _ _.. E/,Cw . 5 - - 3/ri'. RIVE 1 L0, O O(- 1p I O 7-a.- OI O •p _ tit__-1'.,v.� T T J I4�j+i 'I j I tl I i i I ,� t I ! �1� _ , �. I 7 'S0E 1 E (EN1r ,'AnLi, � (IYYIiiNpR PAYE(,7 ,MENTOR PANEL; IRw)R PANEL) ,',,,, I � MAJI 5FF Will' 4 1 I I I I 6' ,: J, 3, a 1, e I -1 r/ PANEL U - j A ''/�V'* t 1tl* - (1•: y, ' 4C ,. r I` 11 (. . '' ; 1 i 1 I I I fI{! i I I j 11+,?Ellr'1NNEL5 w/ 1rla 20.1• , I I I I 1 r _ +I 55 Bl"hi$ Y/� O IA OKRI l3' ISLE STC1.prr5 A3 I'Y,tKA.4a!'� i( i i I j 11( j ., T.,; - , t t 4 J- �; ( ( 1 T do� - . J I'T�t 4 + . , , . .i J :_. _ 1 LiJJJE_LJJ_ I I,IiiCL 1111JJ LJ_J.JJL' 1 1,-1 1 _ ... ......--_ .... _1.. ...... a • - ,. Mn. .SEE ,7. i t n N "1a11i 1 Q -Cllon 1.:,1[ ) 1. . A A.IERNATwE Ell. UN SLEET Is) Ez,/ra, EVW/18 TYPICAL ELEVATION. FOR SERIES 2000 E-Z HANG STORM PANEL (1 SYST M M )/32,. 1- 25x-'i", 1."..11N A. rAp _ ,�"��/ ,{{ ,- - - rv/'r. I MAX. GAP 1 , 11. k !2xK-19-TIO31A ','A1 E. 3,/32'.1 • ENGINEERIN! ENGINEERING EXPRF I5`. PRODUCT EVALUATION RE -FORT Sepllwmt,m 15. 2320 Application Numhor 17 A 1 - R2 EX Project Number 20.31543 Product Manufacturer All Alnenran S?,,,II,­ Rod Glass Manufacturer Address 1540 Donne Road VYast Palm Beach FL 334D9 Product Narne a Description 24ga GatvaFN7ed JtiKt Suomi Partaki Large MlsOu Impact Resistant Scope of Evaluation: n R 1s ,n ,hS 1�1 with t r urfenionlS of This Product Evaluation o rt Da ,Teri t At::ordance Ih he nre Florida D,1 1 eq Deped"Fil of B,alne,, and P,ole,%.. aI Regulation (Florida Building Co I, .ion) Rule Chapter 61G20.3 005 F A C I'.' ,IMm-le acceptance per Method 1(d) The p, oI noted above has 1­-, IHslnd abbot evaitiAted Na summarized hereon l0 show q:h,am. „ i the Florida 8uildkm; C..'de for h r elnlwf l'd A I'N,i equivalent ECM IN,r h dHlbn 2'020 and m. o the u e L l i, u slant b Ihel J lr ll,a Code Saverd E ( p Pos a I ) Y Re-evaluation of this product shall he re,1r1 rnT f„11„wind porllnent Florida Building C' i , PiKofic6UorM or r6VPW0`1, Substantiating Data. . PRODUCT EVALUATION DOCUMENTS 7 T, 4^ tIINu1 'SQ 1 Nal, u,] °e. ISI nA PNIelS HVF126 NOn•HVH. •nc0la 1� EX drawln ["0 3 5 ,Ira r ., re o 5 0 - d P a 1+ n sealed Frank Senna do. E s an IMn -I, 'Art of this p DR 1 by Engineering Express, signed 8 Try u v Fr: I F7,, I. . TEST REPORTS Umlonn static structural performance has been tested in accordance wall TAS 202 last standards per lehl reports) IBT.ASG17-001 by Blackwaler Testing, Inc I fine IS— IOE ed , ri TA`. LRrgo rwrwlr rlTpwcl rewwenea rind eycdc oaring po Hormonoo 1 u nc°ordanoa w11 20 and 'rAS 203 lost Nlandiltds (M4 test reports) aBT ASG 17.001 by Blarkwatef Testing Inc . STRUCTURAL ENGINEERING CALCULATIONS SIIIK1wal ,,op.-e , g , .Izuk.ficn, nav,la•en prepared which evaluate the product bTEed on Cun1{:-Rive anil of r 010o l ,. 111 Y-,a to it-Jify t11e c4kwltug desgn crdeld 1 M. n«no Ahnwable Sports 2 MNurnonI All -able Spam 3. M.-nuin Goss Sepersoon 4. Anchor Spacing 160 SW 17'" AvENUE S u I 7 E 106, DFl a I I F Ia Al, A,. FLOOSDA 33442 (954) 354-06IF0 1 (366) 396 9999 TFAMQ 11i EERINGF xP MESS toed ENGINFFRING ."(5, 10. a LAST PANt I: I^ .. I"ICI AT EACH 041Ih1t + of PN':': N ' AR HANDLE TO FACILE'A''I' ,,, :, 1, r41ENDED .�i n .Eci FROM INGNIF 01 Ilea �, , „!:_ I ..L( 1dE' Y .,,:Nx4M PANEL S,YRTVIIJ CONS IR4'. OF ANLL . Ca 1 'CJP A BOTTOM I" END PANELS SHALL ALNA \ H 's NLCTTO TO BOTTOM TNAck OTHERWISE A STOP RAP()'..", ,L-VUv1DEO AT TOP OF SUCH PANELS. (3). IF END PAN, �r m I,W:,ILD TO 80TTOM TFLACK CONNIC Snq I E v - •. 1 414-20A3/4' M S. W/ e'E.', A. -- III T L, I x 4 M' THUMBSCREW INTO lily ( H 1 IRA( ,- A ,h V fA°"TE"FiRS MAY BE AI virw- : [ ., I ", P At FLANGES OF END PAFJEI r n al, ,"I tNO 14"LL5 ^11 O DDl1 w 'A'-t, (� e. A STOP BAR FS Ca , r, 9CO) AT LEAST TWO 'A•fc,S SMALL BE CONNECTED '.rr-v RA k dSING SPECS 'N': 7ATEC ON NOTE (3) ABC r •.. :A�f_, CONNEC I014 OF IWNF,S 10 BOTTOM TRAi MAI • , 'k A' ANY PANEL LOCAT40M f _Nr , , _. MIND ,,�.I 01.1•,.` q, A. Tlt4`6 Q•'� `r N '. `� "' FLORIDA NIVILDIHG CODE haav H' r, V."o. H., ;;I an• ton . d4t57 -. - �aPPR M.W.- 24 GAGE GALVANIZED STEEL STORM PANtI, I �'I *' * *��/ LL. E_COINL \`, GLOBAL PROTECTION PRODUCTS. LLC. °rr';R1010 S *IlIPP9 • 4RD0 s. s ,�. • n Ft ORl4I . z'"P 1- 1, tr ,r 1.1-n 11,: QIM(, 1! 11:,, 20-175 �(• .'� ss �pn MY•MN M,.Wqu•IH• •M (r141se.-15,1 4 fY1.A4r•a•• ENGINEERIN+ l"agt 2 of 7 All American Sh tti . vidOil" - 24ga Galvanized Siocl \i,Irm PHnels No 33h, rnueAeH in allowable stress has been m&J NI the design of this Product ',vpafa0otf from glazing is not Nrquired lot rnslal(ahnns u(Aside of vAnd 2r3Re 4 and es-ol,. ' impact Resistance: (, L, ,, ;i ,FAw I&^;blanee has been demonvial,,1 a6 av,aenced1D preiriou 1Y listed lest N•11,,.' r . 11 eccoLitdad for in the eng(reedng des,gn of Ilia pioduel Wind Load Resistance It `I,t t 1 lio, L, •I, ,I,,,,6jned to re" Wind Welds as indrealed ,n Iho 51«,n schedules) on Iho r-1 r- .:-, Product EvUlllahon Dntumenl G e engineering d,mvwV) Installation T a m st rrt .1, 1 1 .Ncn r e Product Evnlnallon Document t Ins pn1N1U[I stet belM1 NaN1 r r I w11h Is respective D Lulrre it { IF wI 11 i M d a 'I Ih .1 rum nan16 rlded Irreld n eY1gMs tq rowing} pn Product componerUs :»<+ of the material soRc:i6ed In that otxlw 1, -oectrve Prodoci Evaluohon O„r, v ... , .ni'me[rig draw.gl _imitations & Conditions of Use: r ". H with 1 r Pr 1 Document t o the this aklcl shnM too In Sim I accordance 1150 es cOv LxT, r2 EYaluetaon OI IM" W engineering dravAng) as noted herein, AN h structures 1 r r, Na su m and be 1 A malan:u supporting host H dunes She[) t1s designed to es N fH'H sxrsod bads haN o hsled 1n thts piofuiln irspective anchor schedule Hoal shuclwe LnridRione which ate not accounted kit rn (x It. oducrh 1-pechin Il ve anchor schedule she designed for on a site-spsulle Oasis by a r(lgilered IY'd,rovonol enginee, r m nOnl installed ah corrosion cOTltan.nat«•, and netts which are a Had aR W iNa4sed NHsI ;a1 h N cxMHNx1 peY p tips Other such denlepe at so f blos This product hes heen designed tot the wthn and outskle the High VeooraY ttunv_wno Zane (HVHZ) Ropecilid Y. ar,N� ' �,.« fit,, f'n. i Ir -- I,;,A Iterinard0. P): ENGINEERING ExpRili IIPFIIr"0;41, ( "ll Vol:, u;,XA I1 1iw 121- AVFNUE SUITE 106, 01k N111tn AtAt M. II 33442 (954) 354-0660 !(966) 396.9999 TIAMOFNGIN NERI40EFr1/SS.COM f"INFf 11 N,;E', IIF 4, tOR - P,,-:_TI ..Nor` • .- u,MI_ 'o ...A `+u'v�.[, r: "Ol .x-Karl Y•e1e•TP:V A _., r1 - :11 , a Pff i.''All UM* T 1r3'�tT-SUiT- •, if r rn A'. ...a. *Fri r.. au / 'rot r:-r,-'.,.4. ... :1 .rt' .-- �m _ I' 1.� -✓ 4 . . - r ,� _ L. t tax ter - - __ i"1 -.. - _ r , P M:• +) •T- <YA1 tAf . ,. v' rr 1 m *•art_ r.- �' S l _T 4 � _ __ wG:b r" ,..I "'10s% I P/ a- 00` f�`•:ti`�N.A A` 7 '( ... 5 A'TI .-4{E01. :Yl •::-F rf ! 1 R,' n LN:L -11. +� �w Y ill - A -. 1 1. IT 1 S S -- -C" �;. 11 S 1._ "" L_ ,r '' . vri u1 T 1 �..NC .1:0 T1 R a- N"J ii 111E :r.'.[T - NTSMR,T- WA 1I,,ow .A:.l n . RI N! �z - dINf6V R1ra.PlYN. .. X S1.rrMv P 1.n A..UL6y� ¢> pp'.. rrP1 Nw.ar M f. �� 0 aL:n•1 w 7 C :-7o r � '7T"R'1'Trl"T -­­ ---- - L � a v. nxr• r V r..-rr - . r4L 4'+L'- . •' s:Kl..! 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LF' Aq'w 0. r.:"aAw�e r. r0.' .. t 4C'•1A,JIi.A w'L;." rr,f - i I, ra, i -L. -!---;4// ­­ - .� \1 r vi r, •w.�I renoe c,osw New VV KIN 1121 ,r A1II V f Fitt �� Awpir -46 I r.aR --IM4UxR 20-31543 INSTALLATION DETAILS_ -FORK_ 2000 E_-Z HANG STORM PANEL 1- INJ.Q- PQ�_O-ONOR�.�f�...-Q.KRET-E DLO K AND WO QQ STRUL URES EXIT.-: ,. ' .. %:' : 4 Ru , I.11 -.I- t11 C I,CRLW r a/4' FROM 1! K;C OF I(E i 9 L�k,�� t M' 1 �1 n " a ollra, R I Y �1 I ,a' R- St 1 .- LbuSTx c 0 r -11 I 31 16•r y A, yr„' N • c GV.-' 11 I IF ,'j Au LI I r ''f 'f •Doti •.(a C ram, . ; IW " , "• - R ':{T{• I P1WEl LFNcn, e a , r° J R I' I .Nn s-SEPARFII!PI-I 1 I I - E TIllGu5"', I t !1 6 E a I j ':/i-1-20.2- Nllx- x'-I I THUvaSCRETI I I k EO ' yr z j •'.,'x • ..._, IUh"O ,2' O.C. Ex1ST14G PC -LC' CONCRETE OA Coi,:Rul NL':..I ILA 11LV WALL MOUNTING SECTION EZT SCALE 1/8-" tt --r MI­N IPA7;E':, U.NGII 1. IN';r.1LA'ICJN ARE 1;. Nt 1 VALIU POR MAX.A S D DESIGN IL 6' PRESSURE RATx40 ♦/- 40.0 p.s.}. AND 6•-W MA% PANEL LENGTH 2. FOR NEW WOOD FRAME CONSTRUCTION WOOD MEMBERS EO BE 1,000,ERN PINE NO 2. WJ SPECif IC DENSITY OF 055 OR I C'LAAL - ---- I ' '.,'. 7APDDl I ' AM'H,M O 12' OC I _. ti� .J 141HI ' , IiI N ) EDGr D d .. ­ IL_J� L.J N l 1 I I 1/2• .,P •i"V s M., A U., 1 L. N ExrSrPrc CLASS X TU GLASS. I r ,. ,.'r •, U4MA1M POP I , 1 i"'TI i I i 5 f- i .1-Et CENGYN a J I I 1` I 1 N-"' EI•ARA'<YI I )r, "'ASS THL1/0.."«EY1 SOI I OF •1• N I a N I ± r °J r f j.. I AAA ..___) I1� 1w + '7/ 2 I 4E>aE^"� I1�­i �. ED. 1'4.0 TAPCrF, Al.l, c, :17'0, . 11 ';,I I. WALI__MOUN.TIND ALIE@tlAIIYE EIlIK SCALE -}; f' FLORIDA , LORIDA b Tk DINCOOL (Nor, MvP. Volocity Hun Z 1 12PM r `IX6. - 14 GAGE GALVANIZED ' T')RM PANEL `- L CO,NL _N PRODUCTS. I.I.C. I,,/." Xs a I.C.0 .%. 1m - .% f 3',,I)- ITS1 R+r 3�nRP•1, a° . '4.MR°-• 11 TCa A TILT l -_ 1MD Y! W ,la 1 _ 24ga GALVANIZED STEEL STORM PANELS ,HVHZ & NON-HVHZ) ALL AMERICAN SHUTTERS AND GLASS MNIMUMALLOWABIE / 1 DESIGN PRESSURFS. ,,,; I., ., __ - _. "--- ---- - I - -- ._ rt7 I N DESIGN DESIGN NOTES: I 5(HEDULEs 4 N IVTH uHIIMDED POS WE AND Ni U1:6N PRESSURESCALOULATED a. Y FOR USF Wlir 1 TI 1 - `rSTEM SMaLI BC DETERMINED PER ^ _ _ FEAR TO PANEL SPAN) � � ,{U , e 1 I. ? COMP T the INLE+I:IVG 1N ACCORDANCE WITH THE 1; t' Y,u.,NC(LONN I CRT'I t". irDE. R REWtRH1CNT5 As yl TrP, Cl-Tr RN ,AL IN N7TH A.SCE 7 IND UdP1ER O = G t „J v 1 HE FLORIDA BUILDING X f SHALL BE LESS THAN si a E TYPE AS REQ'D) SE,TIf It I .;IL KZuAL TD THE POOITII,F ,. I! '.. "'E DEGIGN r> ,". ,JP11901I ,,, 11_H PNeGNURI WP4LIIr V-Li �,,.,tL)HERBINFORAMI < 'It� BOLT. 'ALff1 JVAaHEWLD ASSRMd.7 as SW. rtYN - cm'P: ._.._.-. __. / nv-Nur.,:FASTENED• nc]3:' -F.'�Aw • ABDSPAN tuSE ^, 311 ` '1•, A IVR<vR1ATE SPAN TABLET GENERAL NOTES: �I�,�^� '1 I ' I. TV,V. a. IHC' AIMN HIS BEEN DESIGNED' AMD S,NA,u SL FARRICAT® [N � W. ,jt e i ,lNi''/NEVI A`t,aL'AN NITHTNE EQIIIRfMGNT�OI TMI FLGMIL;S [V .DING CO DE 01y p[ f E 1 'al',On ((2D20I}IIOIE US! 1N3 O! MYD OVTRItI! OP P. N. FM 'G p O I+� T- r I I " ANO 203 TEST PROT00015 (.nNTRAC LAM SMALL IIfV�TtGIITE I r._. ay , I I ',xir 1N TO ALL LAC AL BUILDINU ioOf ANENIIMENTSVMICHMAY {Jy tr cEstax eanM1A aevouc AS srAaen n7a DN MAY AlQVl1e LA N OL4i I1 r.-ROLL sh' A X0 J3 ,` IN INCREASE INu'I IIlV01rran,4 r« 11iJ k +TRk55 NAS AE@I L6ED IM :1•f ,f ' I OE&l TU 11N1e SYarlM �•'" 3 THE h1N HIrF.:IN.-1NFtF OF RECYJRD FOR THE pgp3ECT S SUPeas"LiM P• , ^n V7a7CN TMSS OESSGN 1SUSEO6NAL1 Se AtSPONSISLE LD -/ FOR THE Il, r,;, n' I I I ALL SUPPORTING SURFACES TO THIS DESIGN WHICH C] N s ul P` .0 PERMITTING fterpt fl,` ��. SNFiFO BY THE Q N P1 , 1 r1't snt•SIlC1PK SEALED EMGI Et h�snALl a! a7RlOIN Q � 5 a� • r' FT I .0 JTACTI IS1 LOADp, nEILAG111RUA6w1.1a EOMAO1Ee GOTTEN MCVNI _ \ f ) �.0 ONTACTTNIS ERGNIlE4 FDN at tlPlIATF SP.W CALCUTATR)NS AS 8 �f � CONY 11.11 t \ I 1-..':' ..�I R. R UIRED U1 4 K r e \ S rnz SVS1'!M DRAILtD neon rla l', 4r. piC AN0 00 4 NDT RONO! ,VE E V_... r h ^ „v - II � ITj tyl"' " T [tICDRM4nON fps A SrPgf {[ :.4, c. IU11 F,tTE CON07nON6 pafRN1N1 rDI,,M W � . p r.�m n37-.,'� THE CONDTTKNS DLtA1LE0 MIRE)N.AUClMSEO ENGINEIROR R6'GIAE i0 � d MAY BE 0 T . TTKrLH ALI PA ea APi : SP M NTS POa USF IN t al ARCM P L IttC DCK4 E a 00`TGM COMIUNCTION ar «7N15 bOCVMENT is 4 , fRaS5Y0.B DIv105P e"°bn i S PiNi7v�FACFT°2AOAaAs60 n« wxl«, « •rcrf n C 7 ;• t TYPICAL VERTICAL MOUNT ELEVAl10N {{3L MN1i 77��EE �[ ORpE p1SAe AD S5 = = N " S ELEVATION 7 EA1YISf ;AzTENERS SMALL BF CA Rrit t: f...7511iMlf"Wl e.110RD V% tj i ,i( 3 a 1 Cox Rr AtnN ABlsrZtEr MATERIALANDSHALL rLwP1V ALM'SPECIFic.Tmk �N, � as MA ALVMBIUM eTNUCTURl6' SCCTMN 7 1 EY THE AL CHINCH AC60QATION, ;41 , 4. Atoll APPUCAKE FEDERAL, SfATt, ANCyCA LOCAL CAGES. 6: TOP MOUNT 4 MN HALL 34 . ST L. K ,' I.1.K) ALL 5ipaM a155 AA 4A ER Opt Lmar e a PM CTURAL UAlltt IX 9. aTORN M E E TO A aA53 STRU O C.:Y4N T. q: ` AAE f'�'. A• T VANIZEX EXTRUSIONS NS O A y7FI M P SPNN AL ry Sim OaOaK O w in MM NN Last MET. W a. RF ^ 1Y ( 4 Y k 1 Exm s N A ALUMINUM 1 - 10. ALLAWMMUN U EO SSH LLef tassis W INUM A4AG ,Mass p & SO DTH ERvnsE TT 11 T(M a aaTTOM DCTA1:i snOWN MAr RE INTONE nANGtO AS FIELD Y1-11-�-EIFLI CCAIDITIONSDICTATE, PMIELSNAYEFNWNTFDVERTICALLYp1 1 HOWCOrTALLYAS APPLICABLE. Qj: 1a CONCRa1EAN-..%AKnf0.WAth-M .UtpomotoT �qI„OM-CRACKNO CONCRETE ONLY, INSIML AAA CrMCRETE ANCHORS PERrgV IY. TUMKIMIRNI4EN0ATIONe. « ;rL� I,, MB CONTPACTOA A RESP0119LLE TO I1AULATE GIS PROTECT ALL 3Sqqff g R T MEMOERs I I0M DI561NI& NATBtU15lp FREVENTEUK TROISSEfi. !E t 8a 11, jj L,J P-OB5TPUCI RA4 I,t. 00GINUR SEAL Ai D HERE TO VAf 1DATE5 C,TRUCNRAL DEM6ti ss. 2 ,Bi 5 ILC7CA.IIJMHA' /nxrJ Ip'OUEWNNIIEOFIN�USE iV�MARMLRS.SFistTenGl BY enMr.T'I ALLR L'osiitpA+,.: %Ala' r''f"I / r A f V• D rNClUD7NO lE6a,L FEES a AP flu f TIES RE6VLT0/0 FROM NATBII - '-Pt �! cASR1CATION, SYCTEM ERICTIN, A FDN ,TRUCTIOM NWCTKK BIYiH:: y R�(P o! A TOP MOUNT . -xn 1s e.L13n - 4"LD<., w .1. DePAL DDDes M PRo« 1.I41.1 % (CCIIN TYPE OR W`rIoRS tie TN ILAN F F AS RfQ'D) LI. INCEPT AS EXPRISSLYPROW"D 11MEM, 40 ADDITNNAL :1!I » -- rl R11KCATIONS OR AFFIRMATIONS AM (NlEM6En. p L L. .ITRMAnoas AD@ 11. OR-N MAAAIM..-n16 DDCU- .1 �j .RR NOT rClai'vii AND WvA&UW,t -is rr.PTIPIL.Inch. � AI,') Lmex 17 PANFL5 SMALL 6E P9111ANINTLY LABELED WIN A MINIMUM OF (1) LAPEL 11� 1 tK1TTOM MOUNT (tZ1Ml PPA 4VMIY 10 FEET CCNTAINING THE MLIM` "'MMA'a"' '1 1l (SF BELOW �LL� fTrRAS a!O'DI l Megi�^RID AN SHU'LERS AND GLASS �L 4�I�➢F oeaTwSTnoN1 WISE BEACH OPTIONAL W'-20 STITC N TAS 201. TAS 202 a TA5 203 PONEtS MAY '"'NOT" L N(7r_HeDA5 P EQUIRED BOL154VITN WAIiNfRED \ r 1110A PRODUCT AOPROUAL MUM a4 A `9T-"wl•Nww DAW1tEC i11Ai CUNr/ECTIONS AND WINGNUTS FASTERED O- --' 20-31543 -ANCHORS ARE USED WHICH SATISFY alTIItAP$ p MIDS,MN UST 1'ANSAeC7.'E 8 BELOW OASTRIKi(ON. APMICA,w";YrF .4"I TABLE') VISIT I;GAI.C.IOVE166a ft"I ■ $'p VERTICAL MOUNT ELEVATION r' R ` "'T" -' - 2 NOTCHED PANELS .,' f' Heim ■ 1 ,' _ ELEVATION w u1rnM«---I.4s7t4K 41r.wa,crs ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: 4 CAUV 'E ,111CLS A• N MIIAA',"ruin , tl 1111. 7' I', I M 'A, :.L145 1•. _ 11 .-.11 r. ii :1. II. -1.,ill DF U iN Al , 1 t'A' .LICE < N H ,,! IS Ai • l F YA Pf ES I Po SrANf•.. �,i i, s11N ,! t nIAN )n ANOVL GAA(H ' '0 Iill Or ,1.,. I J14. ' _ .7 a h 1.. r.. ''I . .J'm ITo 0NI , th IA•„ .TAS 1100,n Aa., „." W 1100 In 606 n 1 ..I, /55 1066In 60BI, in Rl 609n 1i . .! IS 54 e n G IT In : 1+ n vr' S .+ 611,n 290.n 5 MINIMUM ALLOWABLE SPAN SCHEDULE C-PANELSy-----__.____.,.-.--- - r-_....-"' Y v H I-iAMOPVI C rY 5a V N a sa 1 211 Liuu IM.4 g OND IVOM Atia AI•,«X J. p _ -C A 4 A �,lj 5 Mi n 'S d1S� 9 a `1 Sy I lit f 3 0 I R I H 11 9 I (T '. 2 'r 25` " - 27 2 r -, a 2C 't 6' 4 a1 1' f3 ,I 4' AE a f• 1• 4b' 2r "f sfr �I 4E- -2r _ 7' i 1' 29' 10' 11 1 N ' 11' a 1; '. 1 3P ar rA' 29' _ Sr 0 0' 3' r 2S 2 r ,IT r 4 7 ' '2' A a" a0 A (C rib' E Ti4' i- 23' tit YO" S 3 3U" I 2e` 2B" 26' 33r' 53 :fE I F ./ 7e- S.T' SJ•' Ba" ,e j - V1 I ,EDT p 6.r o zUj . . W - :Y. < 111 tm aI -o n YW 2'. C N �f O W "' �w C MCTCAM • " r•. „w,•r­.., NO "a «AKL yMGT•,1S A , ... Ur) �'L XISKC I I F '. -1 VUA ' IN W,I aP V w 1 r J Y MW " UNTi SPNR IM 'ii « AS ' t Irp M If5P 2 '" PAK Ni AM E Aril l 0LA 1 Alp W P 1 s^ a 0 Z �,ese o. wi"5 Q r ..." nt .., w_ ,. . ,. "w nti , N11I I Lu ' M8, 2. I SPAN SCHEDULE NOTES: f' I a -- N' N AD F.,V, - AI V r 1.1av1. '• F F AN SC ,Vit- WIFr Ef� 7 f -{� I U 5161i PANN , 0FNER SPACIFr� TO - - r.OH rArRA" ' y e tabs I I i P //�Fy��jyr1- :)fT7RnN MARINIIM Aii UYfA0LE5 M PANEL /' I' I E (R! T _ SPAN SCHEDULE IS ACCEPTABLE FOR USE YfIT1C I i Ail F LL1 00517 VE LOADS LESS THAN OR EQUAL TO j NEGATNE DESIGN LOADS. I I A' : ewa, oI ,J 'P ERS' ARE STUDS USED IN 3 ANEI ASTER a'_ -tl+ ulkv. 1 MOW M71EXTRUSIONS �"w a J lON MALL r(G x:,,z cowl w;.Y.. CONIIRIC wT jII fry..�F(IIr 'j�Ep <E I �1I I �'� I r11. • I R TU E ANGLE EYE. USE cli ( F AC .s ODD C .1 o r4N M"T¢nr.n SrAcwo .AV.L void¢, rOn C Et I I M1 At, -•I' AND, HF,AEIERS IINC1uOIHG GUILD OUT 'EII� r.3 LIFNEAP INTERPOLATION BETWEEN LOADS IS IA•• "�'1 N NEXT N P AD ACCEPTABLE, OTHERWISE USE NE IGNE LOAD I GLASS SEPARATION NOTES: 0 1. ENTER:PANSCHEDULEWlnl"ITIVEN'.,IC.N,C,AA "-F1EP4lNE I 1 MINtOUIM AAtOWABLE SEPARATION FPCW oil [ifli•1[. Ira RI PU(,!1L7ED l_' L 2 SCl.i IS RFQUfREO FOP ,K wl'•• HIS I;YF -I)OOA OR-.' . -nisi hI INTEillf RPOLATION BETWEEN LOAD! I. ACF FPIAb, E. 07NPRWISE USE NEII HIGHER I. \�� IOAU , ' I FOR INSTALLAITd- Gol SIDE OF THE HVHZ AND OUTSIDE OF ESSENTIAL 1 fAC{LITIES IN AV14 WIND ZONES I THROUGH 3, THE GLA55 SEPARATION \ SCHEDULE IS NOT REWIRED AMD NO MINIMIYH SPAR %' IOPl f krW 110 p P1101rcTeo OPENING Is RFOUIRFt,., ___j __ 'I',UFTIUNAL lNTL,R_,IOR FASTENING DE-FAI.. L N.I J, ._. - II 5 - -."v-1.1 ,w 4-1� �, i9p!:f L r,f,' 4 ,,, 4r urfMl ■E , 1 EI ft ifi 1 V @1f�RStp I � eo n'Ot 9M ilt I. IS tiled T"It AS /'a!00, � � - / a S : / ; rtll.,, _ 11, /7 r /T w 14 I I,u+IMc A+ , , 1r. - VNR!Utm-llow. nOPTIONAL EGRESS PANEL DETAIL-_ _ -- 'A".i.! INi! 2(OR FASTENING r PP101"5N ✓,. ,. As /1 -1.990' 2 210' ` C- • 1-1 250- o Q96•5p --1_ -0 060" � %I x, NwN . ` F } 4 AIz'a g ✓ e T----vJ TVP. a to k, t A z C94' .120" TrP � �� -0a C 094' UP2. .09'/' 14 PGr ^ t 930' 1 930' 1_LP� -0 of :' 1- __ rc - �, s - 0.06I 3:S"-' 012S LTN u r Is -I o - �.000• 0,0,1.�� -1 2.00o• I -J 2.01V I-- TIP °I> x 1� .ESL- \4-l-, IArr' .i'" "F.gQ'- C?Y'inisi 8� ""MBE C1eA0L[. �sAA.JB[II� .. r?. 1.51 1.S(il '-t1 SA'r�i-_I' 3 ]60"MA%'y� _f ]74)6q E'-�0�31]"2 0. �1 ' , pp ` - 0-• ({ S r 7 1 OK9'. I j'j r-a65S 0,,, �I I �04k55' 0 776' I- -01�' V G j L 1 12.5W' PANE, 1:0.11:FV;F L-1 D.779•-•EFL( �I .1 jl of t9D � �il +l ,yr§�5'� o.BB6• p.19C' LOOT• V7 K ] L I 000" le (- i4.s2s• 1r.Na"A.6ncn. TT7 O�7 tw{ O.L,r OS Pz�„ 0.2rA' OA50" __ ( 1��J! $� I-3A'_AIAK1 �� __�_ ulAF:nN F'II't�1 ��ggpp^^ ---T L.._l T- Ulf 0TTF oTVP tt'' a „ ,l is O rx15 M-i-0�710" eD 13S • U l05'- 7rP rvP 0 70D' wu E/d} ._- ,.a rry.OUT ,r, ljp �1NAcz y 0,090- ^.IERGR„ �' gT:tAl'... 0.9I J `*l_ _ r ...aAAA 33 ��. $ W 4_ -4 a 1 r I :omr. Z a.. :..n.r - Q - �. __. ntHT- DS�aCCTRw 1/1 I, n I OC < TF• 3 arc, '� 0.12� s`"�"-` R'we rriiEo `r� ,P 13�y ~ 11 'J_ •NOT - Ripe IFft701o111 ( z -T S n1Pi . . S i n..l .. DI,1114.1 J• . 5 OVERUr \ / \ ✓/1 IY.1Ttn(1 .7 J� t:nn i 4' M.x » /.'Y_"7RNlAy}09LM! MIAI. L J � /�.25• NAx. V � ll"" .).11fl"I v 1,W, 11cz.c l./Y v:°m i� �/- MA�'r -.Y/ M:a:r r.,w 112 R T - UILD-OU a ,r arc rr DISTANCE .��N�''�..••.�1l.^��''ll"��.��''ffj••77��� N 4 jr vv�(�,/�l�����4��� "I rrI�� aal W YAK-- cc���, l- 1.000' J '��y-�����J(((EEt�Nvv///��,�!!lj���jJjJJJJ�t7t71t{{{{������,,,, ,n .AA•aM• T Q -- ,.\ l!,.e-1:1I-- L. •,•.,ILP A tiN - INEIl1 `9. , ('� \`--L/ xr .., i� ] CFr.I Ct 1- .-..r-r '.Nr '.,5+,.l Rr M1 - I.00D' IN Ial_S h eru': Will OVERLAP •.N,.a 3.920" 'J' !.._ N 1,E:I1 MAN '1 / / \� ^„ [[ 25' Max. Nis 1.SDD' I a l 2_E�IEI 1C) .v _....� .IN V� 1 MN� LAUD" ��I.S111 , 14-MAX. NtN I. st } II DDV I, n - r.. H. � -' � /R Lit 1. 0.-11,(ACLOSYRIDRML _ IF.MaED A IF Aj V 1 :vin .n,-W x�r D�� �7 0 MMP NDu _ -- r, rT, .. is 1 4 y 9 ® N y l l! ANCHOR SPACING SCHEDULE: 74 GAUGE PANE15 DAJIWI. tl,:r: I. NERS • 12 S` 0, ----i:v Mae DTlTANCE MAr a _ r 1 MUr! -i w cawr ma Irrr IN eon L4 i4t!!_ ANCHOR PRrserar w tY1t f➢ U <4 1! V b C1 <i C Ylb' 11/4'GX O[0 OENNT UL1aKd1 25 16D"1 7 49" 1: 7" 16 A' 11I ' 125 16 D' i2 ' 16. 0' .. - 3 11.5 16.0r11.IT &a: 12. 5' 16.0" ai'• Lr 1 11 23 S 16.0, 10 1 L.e 13 5' 16 0 At' 123 16 0 •• N__,.r,..� 12.S 16.0" 92 6. 1' 72 1a •' A 1" SA a 11' 12S 16 91 ,' C ll' 3 12.5' 16.Or al" $4' _7 If.$ 100 at" b.4' 12.5- _ 16D al' 1i4' tl I,• J - - ar ran 1 i, a sea is a O a' u D ,1 "' se.' DCNNT ' -11 It 12.5 16. 1 C 1 ".12 S 1 e.o- II.O' 9e' Il 9' 12.1' 76. ] 11S' 11 D" 1l.! e.5' NG•, Li 7�ar•• Ili law D- 1 uv'us a it J IFA' /rc lao^u.4 n V 11 s 16.w It. S 13.5" 36,0" is *� Y. S' I3.8' 36.0` it 9" Ai" L ri * r r n All I!T710'Lp "I .,, , 41 u.Y• 16.d" 160•• 1e o^ u r 1e r' fa u.' /: s•' Ia a• l..r' 11.r• ile an•uiru a'nr-KA•u.••m4- is iv. IAn"u.r- IRr • 49 L. S t617. 1S6" 13. 5' 12. 5- ]fin 12 S 10.6' li 5'• 16.01 I2. S" 70 E" * 4j4� 51 I 1:.5 fa0' fat" 12.!' 11.5" 26 0' 1x.S; Lab', t .r' 16. 0' I1. S'- to e . N'1= 7, is 12s.. Ili 1, 4 ,MP 33 '�"' V. 11 UTA tor1 0 4 2• u4s d L0 21 1x S" 1 i! J ,1i IE•5" Is 0' 1s s i1�:orm 111ri-2-11", 32 125' I60'I70" 125- 6.0' 5•3" t1. 1' Ix 1' 16, 0'2' tr 2.9- Illoui D2tSTANCfi w1. 1 , a "t" - --- 33 1o.r LCs 45. zr 1 &23* �; a2!F ,.-1 I.A,. 41 a2Y' 0.3' .1 6.2r' PPS �-- ;� 52 a1S' d5' 72 � I l�i'. . .u.. 33 L2_S' ". 6. S 6T' aif" t a ]S f0. ,.wu „a "fN 41 133" I2 r" 623" 95, is- 94" As a2r' 11 r" 6,11- g.l" still •.r - II � Si 6 29' IOW 5" 9 • . I s- 4 � ai 1 T _ 6•, Y: rYNI i , 1l Ill, 14 a' T.M 7.3' 1A I` 11 . • . t' als' 12 D' • , 1" i6• •PCDN ,1 I 5, :1, e- 2 " ( . 7 IA" .N 1. Y' 11. Y' ii" ]0' 11' 10 T' 4.1' 0 4.a' 6 S 10 4.1 4D" " (1 Tom. 11 a2S' 1z3' 4.7' to- 621' 0.7• I1' La' als ID7-_w.5 40' ? r r ^. 31 12 S' lea-,,1-it.r 12. 1'110- l.1• T■ 1x 11 Is D. e1• 7ir .,, I MI, •s„m set ♦1 12.5 !4 i 147" RT 22.1- 16.0" 7.1, A.3' I3 5" 16.0- ).e' 6.1' 48 1. 6' 16.(7. 917' 7.0' 52.5' 16.0' 7 P 6: t; S' 16.0• 7,11 62" y 14,{� SL 71; 12. 5" 16.0" a9' 7.2• 11.5- 16 0' 7 T 6.2, 12 5 16.0' 7.7 6..- NN�4:JL r1�•sr r i_ 11. Y' lea' T7 al" 121 f a' f '4 a7' 12,5 1{,D 7 T a, ]i+' Ile L i! PMPo5 I1 _ 122. 16.0" a,' FA" sti. !I.S' i 4' 4.11, aif f0 7' 40' 1J' N+ww1 1.11. Air 4, 12 5, 1a.'r at �.d" 6.9 91 36' "', 6.25 i.T R6 I.I" 2 a 5 11.5 aA 9 41_' 62! 2 i.5' >u" a 2f 9.2" 1 ' 3 t,i' u a2r' toe 4 1" 9a' 6 )5^ 9 Y' 11" 23" 6 25' V 4 T 1" 31- Si __ .,_ . - ,T a2-S 9.1' 1.5` a.a" 111" 1.2" 1, 1.3' 3.r F -- via- P1ar/ 1a1wT1A - it NAR asung Arexee amuac TY►a p/ 1 4-ir - nlew w1 S91LL17)E rYYre ter Cl C.7 '1 41 C1 Ci CA C' BORN Tl tt -1 r,l C4 IM'.Y wwa 13 l2.S t1.-16010.9'31Y 14.0"H0 71" 12. 5 160'150'6.7" .. .N a 12 r _ i e u r aclo e.e 16 a• u.0 e r ur a. • norA A- 1 a s t -r 2 ! 7. S 1 [1 1 16.0' 147 6P' 17 a - 6. - 1 7 0 F�,,_ 12 t60` 160' a9' 12.5- is 0. Ut 100' -o 1 60• tl-�� SI 11 Y t2 r' I6.0 la'!" 60- 7 2 t 9" : Ian i4 a0• aY' T' mD• 4.1' i nu ,2r r :0 4.Y mo f 6.0" L « is t4.9 O.V a .1' I 3 V 1a.1' 31 I— u 1' , V 11 i' is .V 194 r.2 ,,Yo'CAt1a-N 4 1 u.r 1aa 14f' al Szr 16 L" 9 5,6 lx.s 1a.0 " 97• 5b. M ll. S' ]a 12. O" 70- 12S 16.0, 96 3 6' t 2 s" _ 1 .0. I. Sa 6 o ]2 7 1 ll S' 12.4 ' 16 a -ill- e.• L. 26. 9.6• SA' 1. a' S., 16.V" 46' ]a- 9A" 6.6' l it 1 V 3 fe.D- 4a- 1n' 16.0' r 56-' ___1 _ T� 1.1 4 lMe[0 7 ]a la ti 14 _ _ 6 12.5 A 12. AI OAr'tr4A' 42 t1Y' 11.0" !la' iL 7 NA" t" la. S' IO.e' e.i_ y 49 T� 32 12.9' 12.9-14.0'ley lf.0' 11.4 125' 12S 16.0• 10.0 91" tit 71.5" t., S' 16A 9.1 16.0'9.1' )1 L] e" 11 a' 1.1" S1A" 11.V' 1 r fO D' 9.1" 12 fY. EHeEn 33 11. ' 12.5' 1 . 6 1' L,. nIM r„re•. 4t L .S' 2 fa,0 /0 1 1 .6" 4 129' 4e 6.iA 1z." 4.." ,.1" -2:7" w,00.u- Ott i2.r• 114 1./ II. 4. zr' 12", 4.7' L9' , 11 u.t- 4.0' yT. y 41 11.5' 142" 5S 4. aT fi1' 47 40• 6.15 I2.1 4.7" .0 Off" 11 J' 47' 40' Ois' lI i" 4 40' 62i' 13 ]' 4 AO' e71 ANCHOR NOTES: A r P'�' 1, i l N.117 a_rl[DULE APPLIES C.A ALL RT3TIP�IlD MlRl1N BUT CWl:r PROVIDES 1AxlPUMAL1pwABLE ANCFW 5PAClNG MAXIMUM ALLDWA6lE SPANS ANOPRl.SUPES INDICATE D 1N'PAN SCHEDWIE SMALL APPLY. ENTER ANCWR SCHeDULE 11A9tO CNN PArEL FASTENER SPACIWG THE E4ISt[NG SfRUC:LIR! MATERIAL B ANCHOR TYPE SETC'T CESIGN LDM1 GREATER IKkN OR eQUAL TC NIDGAT1VE DESIGN L,1.0 ON 9r1UTTER AND rELC:T V-AN'iAtATER T1MN OR EQUAL TD SHUTTER W'AM.6eLPCIE TYPE BASED T MOUNTING 1fION (SEE AI ON SHE 2 FOR E FIC ADPCONNE E C01D t MOUNTING DETAILS 2 0. mENTIFTGTIW CE CONNECTION TYPE I. 1. ET FOR W K WN I 3. 'PANEL FASTENlP$' MITE IN �W UNCTi H ALL MOUNTING EIRRUSTONS STUDS USED L FASTENER E L NG -T T Df APR" P P 1 7 FOR ALL("WI -TRACK UD D .1.E ETC IGBUIL5 UT PAWL AS EMEH SPACD MG ABLE VALUES ALL N'- AND'U' Ht ADC aS (IHCLU011G 9U11DOUT f ON[NIC.AvS) 4. ANCHIJRS s'NtL 6E 06TALEEDIN ACr C7g DAN:E WIH PMUFACTURERS' RECOMMENDA'IMI, , HOLU0* BLOCK HOST STRUCTURE 5n1ALL CONFORM TO ASTM Coo KOM 6 NONIMUM EMBEDMENT SMALL BE AS MOTH IN ANCHOR SCIfftMRE r ""T,UN EMDEEMtEN1 ANC, fCK,E OLSTANCE LXCLU05 STUCM, FOAM, PA1r'X, AND OTTER WALL Y F N M Sri 4' MAXR SHALL BE VIFUf 1, 11 'I MC HES TALL 1 IS F5 Let VIOIEU TG IA O I C a U,IEN.W T r TRANSFER LOA 1.) rl T STRUCTURE AOE EL OS UCf GIjO c A r4, F!; CIF IN LLBEEMBED TO C11ACI'ED ONLY. s, CONCRETE ANCHOR_ E SFU EMBEDDED L7DNICPE'fE P. WHCrI[ LVICTINC 9711w,. -LAG If, WOOD rzNAMNG, CYKn NG CDIUIIiCrX NAY VARV. FTLLD F N VERIFY 7H4T ASTERS Al: E t .NTOADEQUATE WOOD FRAMING ME MBCILS NOT PLYWOOD. FASTEN ING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 10. WHERE AhCHCR5 FASTEN TO NARPAIY NICE Of STUD FRAMs FASTENER SHALL be LOCATED IN CENTER OF NOMINAL 2' X 4' (NIN.) WOOD STUD 1,': EDGE DISTANCE IS ACCEPTABLE FOR WOOD FMMIICI. WOOD STUD SHALL BE'SOUTHERN PINE'G-O.SSORGREATERDENSRY LAGSCPEW SHALL HAVE PHILLIPS PAN H61D OR HEX HEAD. L2 M. P6LRr/ARE [EARED PANE(3 ALL P084M W IC- St'' 5 IO BUSHNG MNG-9N! 3CPlWS SMALL HAVE /1rDNIPUM ENGAGEMENT JT•P AfiINTO THE BASF ANCHOR AND MAY HAVE EITHER A PAN HEAD, TR1755 HEAD, C61 W►PLR HLAO (SIDEWALK III IJ N 0 13. MINIMUM EMBEDMENT AND EDGE 015TA IKE EALLV(NS SILKOO CA OT44ER%ii FINISHES. 14. ,I= DESIGNATES A7•CHOR COeDr110NACCEPTABLE USES. WHI04 ARE NET ACCEPTAUSES. L5. * DIRECT M(AINTING CDNDfTR7N5. t6 IHf AR IN1F.wl A11-m -11' PPA MITTPn1fA G,M1-TH6ANCNOIMq rFn.IFi I,c F11 .. THEE, SHEET 20 „nlr,:, l''M 11M - 1 .x-1 i � R ;s1l$ I1' u �hS 1� y I�f V I)y -I-- al'I AL H- I gaNaan��P4[RNNaAu 20-31543 -4--- (1) (1) (0) -0 c10 ] N � U = N >✓ (- O (I) c-_ 0-O m -C3 0- C3) j (a) -I (1) VJ O O Q � 0 (1)C ca O -O C LL- ,O - � � � +- Q U) -- Q_ F- -0 -�--- VJ I }A L. (1) a) IF f ) = M;> C/)0- 0- e< -+--+ U = -0 (0110 ^^L 1__L_ W rsara11111� V J L. co W Q Z Z Q I W SHEET NO. SH 1.5 OCT 2 g 2022 \/R/I\ , Virtual Review Assist, Inc Plans Review completed and approve for compliance with the 2020 r 6C 7th Edition by Debra Anne Klahr PX2300 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 1'8" CEMENT PLASTER i2 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT AT 4) SEALANT JOINT ! WINDOW BUCK TO " {� -, OUTSIDE EDGE OF ' ,r••:.r.:"� MASONRY Y WINDOW BUCK i" ' ' ' • 2) SEALANT JOINT 5) SEALANT FROM :'� ` '' t�;' `,1 ; INSIDE EDGE OF WINDOW FRAME .'_r WINDOW BUCK •' �'• •"' ACROSS WINDOW BUCK • AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME T4 WINDOW BUCK ALL THE WAY AROUND. INCLUDING SILL. SCS 06_ 05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 314"CEMENT PLASTER 12 MIL (6n) DRYLOK EXTREME APPROVED FLASHING TAPE "V" SEALANT SOCKET WITH TOOLED APPROVED SEALANT SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER WEATHER RESISITIVE BARRIER `LD UP WEATHER SISTIVE BARRIER 6 MPORARILY SECURE WOOD FRAME CONSTR- EXTERIC SELF -ADHERED FLASHY` SHEATHING BY LAPPING DOWN --� OVER RIM JOIST AND UP WALL. BY 6 IN �- WEATHER RESISITIVE BARRIER SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) )HERED FLASHING HEAD FLASHING TIE-IN INSTRUXTIONS- 1. Cut, fold up 8 temporarily secure weather resistive barrier above header to allow for flashing installation 2. Sell -adhered flashing plus head flashing under /=1 weather resistive barrier 3. Fold weather resistive barrier back over head 2 flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW Wpm FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER S DO NO' SOTTO FLANGL SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING TS PR DUG_ DETAILS WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as ( in each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive harrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of comer may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary r �r�annw SELF -ADHERED FLASHING DECK JOIST 4SHINc 2 8� W PO4 E AM r l./"1JIl11YV I 2 1WP07 2x FRAMEWALL TiLE FiNISH-- 112" DUROCK - 1'4" PER PLAN 1 1 -0 PER PLAN 8" CMU - 4" OR 8" CMU --- '~ (PER SEAT DEPTH)---..__ FILL WITH GROUT - '.A SLOPED MUD BED -- --- 7 VINYL SHOWER PAN ::_ n SHOWER SEAT WEATHEH Kt '3Itii 4VF BARRIER WINDOW UNIT FLASHING- REQUIREMENTS /DOOR ROUGH OPENING SLOPE 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall 3J4%1" BEAD OF CONSTR. I (0.6 cm : 30.5 cm) include flashing as described in Section R703.4. /ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIOUIi:1 j R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of water NAILBRAND OR EQUAL w1=A111t I. f_ (rX rER10R PROOF CAULKING - CEMT. FIN. within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means of SELF -ADHERED FLASHING ,`L _, BUILDING PAPER draining to the exterior water that penetrates the exterior cladding. -_> WIRE LATH approved to resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other it SUBFLOuI< pp a esistive barrier shall be a lied over studs or sheathm of all exterior walls No 15 as halt felt shall b I'ed h t II SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A PYTERIOR SHEATHING -r 3/4".1" BEAU OF CONSTR. Jj/J ADHESIVE TO BE APPLIFD UNDER THRESHOLD OF DOOR ANL) HETURN URN UP JAMB G' USE LIQUID NAIL BRAND / OR EQUAL WEATHER PROOF CAULKING , SECTION -A (SEE DETAIL. WI102) SELF -ADHERED FLASHING c SEAL TOPS OF JOISTS UNDER DECKING (SEE DE TAIL WP07) SELF-ADHER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK .] IYIIIV SELF -ADHERED FLASHING OU TSIDF CORNER a � Cr W d 2 U) CD W W v = ix W Q Ir W Cn O x U) 41 I WP1 1 pp g p e app I or izon a y, ---.r--- -_; -- with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No.15 asphalt RIM JOIST felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. I R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The 2 , individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING W P02 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER W PQ3 Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, suistantially nonwater-absorbing layer or designed drainage space. MECHANICALLY FASTEN IF RUBBERIZED ASPHALT INSTALL SEL RUBBERIZED m NEEDED IN CORNERS /- ADHESIVE F-ALiIG.. ASPHALT ADHESIVE i1ASHING JAMB 8 HEAL, THROUGH SELF -ADHERED R703.4 Flashing, Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied FLAB i _ FLASHING i- -SELF ADHERED FLASHING---- shingle-fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes FLANGE.:.', (SEE DETAIL .% _ used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the SCORED -- - - entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with SELF -ADHERED FLASHING. �v ;BEFOREFOLDIN(i,SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and •+tl'LA{0.9PAF AS SHOWN) contraction, A5-TMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as ER TO EXPOSE EXTEND A M NIMUM 6' VERTICALLY F lium BOTTOM OF flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved (lashings THf�Ls"OLD shall be installed at the following locations: 4� 1. 1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the 2 following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are , 4 not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or ( 6 sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent (7) drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. _- - 1.2 1.2. In accordance with the flashing design or method of a registered design professional. 1 3 1.3. In accordance with other approved methods. W[� SELF -ADHERED FLASHING W /� / 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. I 0� INSIDE CORNER Y V PO� 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground -• - 3.3.Under and at the ends of masonry, wood or metal copings and sills. 77, 1 4.4.Continuously above all pruleciing wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. i'-----�- 6.6.At wall and roof intersections. \ �- - - - Water Resistant Barr* 7. 7.At built -In putters. :LF-ADHERED FLAStiING ,TCH a ,HERED SLASHING 1 2 !. ,4 rWP081 FOUNDATION WEEP SCREED Lath Sheathing Stucco STRIP OF SAF LEGEND SELF ADHERED FLASHING (SAF) t> O DRAINAGE PLANE WRB DRAINAGE PLANE (UP) WEA 1 11LR RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER - ---- BOND BREAK WRR SELF FURRING (SF) LATH PLASTER ACCESSORY SF LATH SHEATHING 'OSB*. PLYWOOD, DENSGLASS �^J WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR HARRIER ;-1 i INCH FLANGE THIS GAP IS A RESULT OF FEASTER STOP F NATURAL SHRINKAGE. _ - O NOT SEAL. CON i I NL IOUS BACKER— ROD 8 SE At ANT 4_._. D1TIP SCREED PLASTIC ACCESSORY ,A SOFFIT/CANTILEVER STRUCTURAL FRAMING STRUCTURAL SHEATHING; STRIP Of SAF DRAINAGE PLANE. 041 BONI) BREAK WRB SFLATH - - v;� :R STOP IUOUS BACKER It0U 1\ � ANT 111iOUS FINISH WP10 Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 7/8" Cement Plaster in arr.nrdanre with ASTMC926 Felt backed metal /- lathe in accordance with ASTMC 1063 Building Paper F7/16" O.S.B. sheathing Metal Flashing -- Weep Screed Installed As Per Manufact. Specs. �- Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing WEEP SCREED DETAIL SCALE: NOT TO SCALE 0 _6. C O 4-• U Q CZO Q O r� C CD -0 CL .� U 4.3 � N CU U (o � 0 -0 0 2O ;` 0 C O LL Co O > -cn -0 E 0 N CL U) 0 tom.. U) OCT 2 8 Virtu I Review Assist, Inc. Plans Revi completed and ap v d for complianc with the 2020 FBC 7th E ition by De a Anne Klahr PX2300 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Spe(;s. 112" Cementitious Decorative Finish All inside and outside comer will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all ^^a� W v O ■ o O � d Cl) CIO m w Z Z Q J CL SHEET NO WP1 -0 rA %J 1OVD04- S Gs(o5 Jea C-oc;(-A-